V ' I \ ::t - tlOUUMENTS ROOM / / . FEDERAL WORKS AGENCY WORK PROJECTS ADMINISTRATION F. C. HARRINGTON, COMMISSIONER esWrTOn/ 22 1940 Lj brap! HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I938 SELECTED OCCUPATIONS CORRINGTON GILL ASSISTANT COMMISSIONER HOWARD B. MYERS DIRECTOR OF RESEARCH P—148 1 ' mm ■ i wmm. ' .... *. ECONOMIC RESEARCH SECTION ARTHUR E. BURNS, CHIEF PREPARED UNDER THE SUPERVISION OF KENNETH B. WILLIAMS, CH IEF CURRENT ECONOMIC ANALYSIS UNIT JULY 1939 P—148 PREFATORY NOTE the tables that follow present hourly wage rates paid by wpa on construction work together with rates reported for private and other public construction work in approximately 1,415 localities of varying size during 1938. the current discu8sion of WPA and other governmental wage policies and the widespread intere8t in the wage rate structure of the construction industry make this study particularly useful at the present time. the report provides in con¬ venient form an inclusive compilation of all generally significant data on wage rates in 8elec ted occupations of the construction industry for the year 1938. it brings up to date the stuoy, local wage rates for selected occupations in public and private Construction, 1936, published nearly two years ago by the works progress Ad¬ ministration. The tabulations presented in this volume were prepared unoer the immediate SUPERVISION OF 0. FlNLEY WILSON WITH THE ASSISTANCE OF TRANQUILINO AQUINO. KENNETH B. WILLIAMS HAS HAD GENERAL CHARGE OF THE UNDERTAKING. WHICH WAS CARRIED ON BY THE Economic Research Section of the Division of Research. TABLE OF CONTENTS page Description of Data i 11 Missouri Montana Tables Nebraska Summary of Comparisons v. Nevada Alabama 1 New Hampshire Arizona 3 new jersey Arkansas 5 new Mexico California 8 New York Colorado 15 North Carolina Connecticut 17 North Dakota Delaware 19 Ohio District of Columbia 20 Oklahoma Florida 21 Oregon Georgia 24 Pennsylvania Idaho 26 Rhode Island Illinois 28 South Carolina Indiana 36 South Dakota Iowa 40 tennes6ee Kansas 43 Texas Kentucky 45 Utah Louisiana 47 Vermont Maine 50 Virginia Maryland 51 Washington Massachusetts 53 West Virginia Michigan 57 Wisconsin Minnesota 61 Wyoming Mississippi 64 page 67 70 73 75 76 77 81 83 89 93 94 99 102 106 111 113 115 117 119 124 126 127 131 135 138 143 ■148 DESCRIPTION the accompanying tables present hourly wage rate data for 24 building construction occupations in 1415 localities in the 48 states. An analysis of the 14,000 instances of comparative data in this study shows that WPA wage rates are predominantly lower than those reported by other public and private agencies. WPA rates are below other rates in 67 percent of the instances, the same as other rates in 24 percent of the instances, and above other rates in only 9 percent of the instances. A summary of this analys13 by occupations by WPA wage regions appears on page v. occupations are shown by degree of skill as determined by the works progress administration. these data are from both public and private sources and represent prevailing rates during varying peri¬ ods of 1938. The private sources from which rates were obtained are the Amer¬ ican Federation of Labor, and E. M. Craig, Secretary of the Builders Associa¬ tion of Chicago. The public sources are the works Progress Administration, The Solicitor's Office of the united States Department of Labor, the Federal Emergency Administration of Public Works, and the United States Navy Depart¬ ment. The data collected from each of these sources are described briefly in the following paragraphs. WORKS PROGRESS ADMINISTRATION (WPA) The Emergency Relief appropriation Act of 1936 provided that: "The rates of pay for persons engaged upon projects under the foregoing appropria¬ tion shall be not less than the prevailing rates of pay for work of a similar nature as determined by the works pr0gres8 administration with the approval of the president." similar provisions appeared in the emergency appropriation Acts of 1937 and 1938. The latter Act also carried a provision to the effect that no wpa rate could be established below minimum rates of pay established in similar occupations in the same locality by any labor standards act enacted at the 3r0 session of the 75th congress. in conforming with the provisions of the 1936 act, harry l. hopkins issuED Administrative Order No. 41, June 22, 1936 which stated that: "It shall be the responsibility of the several state works progress administra¬ tors to establi3h according to occupational titles hourly wage rates (which shall not be less than the prevailing hourly wage rates) for persons employed on projects, and to make such rates effective for all payroll periods begin¬ ning on or after july 1, 1936." a supplementary administrative order, july 11, 1938, dealing with prevailing hourly wage rates paid to project workers, provided for rep0rt8 from state administrators to the national administrator on prevailing hourly rates which were in effect november 1, 1938, by occupations and c0untie8. The rates contained in this study and identified by "WPA" are from the sche¬ dules submitted by 3tate administrators. they include all rev is i0n8 up to February 1, 1939. Since WPA rates, in most instances, are reported by counties and data from other sources are reported by cities or localities, WPA rates are shown by c0untie8 in their alphabetical order and the cities or localities for which THE DATA other data are available have been indented under their respective counties. this is to facilitate comparisons of WPA with other rate8. WPA rates are mot shown for counties in which no comparative data are available. The significance of hourly wage rates paid to WPA project workers is different from that of hourly wage rates paid on private construction or other public construction projects. WPA hourly rates determine the numqer of h0ur8 a project employee works within a given month, not the amount of his monthly earnings. Monthly earnings of project workers are limited by schedules of monthly security wages which vary according to the degree of 8kill of the worker, the region of the country, and the urbanization of the area in which the project is operated. there are four categories of skill: un8killed, in¬ termediate, skilled, and professional and technical. there are three wage regions in the country established in conformity with variations in wage levels and costs of living in the different sections of the country. five urbanization groups were established by the same formula, the degree of ur¬ banization depending upon the size of the largest city in the county a8 re¬ ported in the 1930 census of population. security earnings of project work¬ ers range from $26 for unskilled labor in southern cities (region 3) of le88 than 5,000 population to $94 for professional and technical workers in cities of over 100,000 population in northern and western states (region i ). the average earnings of security wage w0rker8 is approximately $52.50 monthly. U. S. DEPARTMENT OF LABOR: SOLICITOR'S OFFICE, DAVIS-BACON ACT (DB) Under the Davi3-Bacon Act, as amended August 30, 1935, the Secretary of Labor is required to determine the prevailing rates of wages for the various classes of lab0rer8 and mechanics in any locality in which federal buildings or other works are to be constructed or repaired under contract. Public Works Administration Federal projects, for which contracts involved ex¬ ceed $2,000, are also covered by the act. the government contracting agency must notify the secretary of labor as to the number of each type of worker re¬ quired on the project. under regulations prescribed by the secretary of labor, the predetermination of wage rates is made by the solicitor of the de¬ partment of Labor. If pertinent data are not alreaoy available, the solicitor app0int8 a referee who proceeds to the locality of the project, conducts an investigation of the wage rates paid in the vari0u8 craft8 concerning which there are insufficient data, and holds a public hearing. it is his duty to secure copies of written collective wage agreements and a li3t of all the ma¬ jor projects in the locality upon which craft8men of the kind affected are em¬ ployed. pertinent wage rate data on these pr0xcts are obtained. The referee reports to the Secretary of Labor, suggesting a decision for the Secretary's consideration. The Secretary of Labor makes the final de¬ cision and sets the wage rates, which are posted on the schedules to be sub¬ mitted to each prospective bidder on the proxct. In making a predetermination, the rate of wages which the Secretary regards as prevailing is: "(A) The rate of wages paid in the city, town, village or other civil division of the state (hereinafter referred to as the locality) in which the work is to be performed, to the majority of those in the corresponding classes of laborers or mechanics (hereinafter referred to as the crafts) on proj¬ ects that are similar to the contract work/ or "(b) in the event that there is not a majority paid at the same rate, then the rate paid to the greater number, provided such greater number constitutes th-irty percent of th08e so employed/ or "(c) In the event that less than thirty percent of those 80 employed receive the same rate, then the average rate," l/ for use in th18 report the rates established under this act during 1938 are used exclusively. the number (1 to 4) following the identifying "D.B." indicates the quarter of 1938 in which the determination was made, PUBLIC WORKS ADMINISTRATION (PWA) The Labor Relations Division of the Public works Administration col¬ lects wage rate data by cities at regular intervals which generally are local union contract rates, the rates referred to in the tables as "PWA" are as of september 1, 1938, AMERICAN FEDERATION OF LABOR (AFL) These rates are published annually in the "Proceedings of the Annual Convention of the Building trades Department of th£ American Federation of Labor," They represent the rates which the various building trades unions have established in the different citie8 as the union scales and have incor¬ porated in the agreements which the uni0n8 enter into with contractors. many contractors, however, may not operate under such union agreements, and may or may not pay the union scale. the rates presented apply to july 1938, and are designated in the tables as "AFL." E. m, CRAIG (C) E. m. Craig, Secretary of the Builders' Association of Chicago, each year conducts a survey of building construction wage rates as of july 1, the results of which are published in the late autumn. this 1938 survey was con¬ ducted in about 125 ci ties. questionnaires are sent to employers of c0n8truc— 1/ united States Department of Labor, regulations Prescribed by Secretary of Labor, September 30, 1935 tlon labor, requesting data on the rates paid by them and information as to whether the labor empl0ye0 is union or non union. these rates are shown on the tables as "C." THE UNITED STATES NAVY DEPARTMENT (N) hourly rates of pay have bfen established by the navy department in 16 localities for civil employees in the field service of that department. These rates were established January 1936 and with minor revisions were in effect december 1938. where occupational classifications coincide, these rates have been included in the following tables and are identified by "n." note: In the following tables "pns" indicates place not specified. COMPARISON OF HOURLY WAGE RATES PAID FOR SELECTED OCCUPATIONS ON W.P.A. CONSTRUCTION PROJECTS WITH RATES ON PRIVATE AND OTHER PUBLIC CONSTRUCTION WORK, 1938 BY W.P.A, WAGE REGIONS p—148 intermediate occupations a/ skilled occupations WPA wage Region Compared with Other Rates Total all Occupations Unskilled Occupation Laborer Total Concrete Mixer Opera¬ tor Elec¬ trician Helper H00 carrier Plumber Helper Sheet Metal Worker Helper Tile Layer helper Truck Driver (over 1^- tons) total Br ick Layer Car¬ penter Cement Fin¬ isher Elec- tr ic ian Engi¬ neer h0i3ting Lather Metal Pa inter Plas¬ terer Plumber REin- forcing Steel worker Roofer Compo- 8 1 t 1 on Sheet Me tal worker Steam Fitter Struc¬ tural Iron worker Tile layer All Regions Total 14,105 996 3,114 597 351 559 316 169 300 822 9,995 726 979 842 846 433 551 870 698 732 368 595 690 591 644 430 Above 1,206 58 327 45 40 66 27 25 28 96 823 28 66 65 78 87 28 73 30 53 43 85 64 #5 58 30 Same 3,442 179 560 67 74 123 69 26 70 131 2,703 270 268 182 205 79 119 259 205 231 50 162 200 176 174 121 Below 9,455 759 2,227 485 237 370 220 118 202 595 6,469 428 645 595 563 267 404 538 463 448 275 348 426 3TB 412 279 Region i B/ Total 8,765 611 1,859 358 178 368 176 67 194 518 6,295 473 612 549 516 280 349 560 436 474 235 372 426 369 400 244 Above 875 54 220 37 26 37 18 15 19 68 601 24 55 50 5b 50 26 63 26 39 22 61 48 26 39 14 Same 2,667 152 444 55 57 103 56 18 62 93 2,071 206 210 148 153 60 103 205 161 182 35 112 146 135 132 83 Below 5,223 405 1,195 266 95 228 102 34 113 357 3,623 243 347 351 305 170 220 292 249 253 178 199 232 206 229 147 Region 11 c/ Total 1,746 114 417 68 50 73 54 30 49 93 1,215 83 109 96 103 51 67 96 86 86 51 70 88 83 81 63 Above 79 1 34 2 6 9 5 4 3 5 44 1 2 2 3 3 1 2 1 5 2 8 2 4 2 6 Same 209 14 40 3 5 3 8 5 4 12 155 11 15 10 12 3 6 10 10 6 1 17 18 7 13 16 Below 1,458 99 343 63 39 61 41 21 42 76 1,016 71 92 84 88 45 60 86 75 75 48 45 68 72 66 41 Region hid/ Total 3,594 270 838 171 123 118 86 72 57 211 2,485 170 258 197 227 102 135 212 176 172 82 153 176 139 163 123 Above 254 3 73 6 8 20 4 6 6 23 178 3 9 13 17 34 1 8 3 9 19 16 14 5 17 10 Same 566 13 76 9 12 17 5 3 4 26 477 53 43 24 40 16 10 44 34 43 14 33 36 36 29 22 Below 2,774 255 689 156 103 81 77 63 47 162 1,830 114 206 160 170 52 124 160 139 120 49 104 126 96 117 91 a/ since there is only one instance of comparison for cement finisher helper, this occupation is omitted from this summary. 6/ Arizona, California, Colorado, Connecticut, Idaho, Illinois, Indiana, Iowa, Maine, Massachusetts, Michigan, Minnesota, Montana, Nebraska, Nevaoa, New Hampshire, new Jersey, New Mexico, new York, North Dakota, Ohio, Oregon, Pennsylvania, Rhode Island, South Dakota, Utah, Vermont, Washington, Wisconsin, Wyoming. C/ Delaware, District of Columbia, Kansas, Kentucky, Maryland, Missouri, Oklahoma, West Virginia. (St. Louis City and County, Missouri and Kenton and Campbell Counties, Kentucky in Region i). 0/ Alabama, Arkansas, Florida, Georgia, Louisiana, Mississippi, North Carolina, South Carolina, Tennessee, Texas, Virginia. (36 counties in Texas Panhandle in region ii), notej Comparisons are between the WPA rates and the rates established by the Department of Labor pursuant to the Davis-Bacon Act. Where rates are expressed as a range the upper limit of the WPA range and the lower limit of the other source are used. in a 8mall minority of cases, where no davis-bacon rate is available for comparison, the WPA rate is compared with the lowest rate shown among the other 80urce8 l is ted. 1. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Alabama £=m County and City or Town 80urce UN¬ SKILLED intermediate Sk i lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— fdro— ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struo- tural iron worker tile layer Baldwin WPA . 19 .24 .24 .24 .24 .24 .24 .24 .24 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 Bay minette DB 1 .25 _ .60 .45 _ .50 _ .40 1.00 .75 1.00 .75 .60 .75 1.00 1.00 «. •MS Colbert •PA .22 .30 .30 .30 .30 .30 .30 .30 .30 1.38 1.00 1.00 1.00 .60 .60 1.00 1.00 1.00 .60 .60 .60 .60 1.25 .60 Sheffield OB 3 .65 - .75 .60 am - - - - - 1.13 1.25 1.25 — »Mk 1.13 - - 1.25 1.13 1.13 _ 1.38 _ Muscle Shoals PiA .48 - - .. - — — .75 1.39 1.13 1.25 1.25 1.17- 1.13 1.25 1.38 1.25 1.13 1.13 1.25 1.38 1.25 - 1.25 AFL .48 - - - - - - — .75 1.38 1.13 1,25 1.25 1.17- 1.13 1.25 1.38 1.25 1.25 1.13 1.13 1.25 1.38 1.25 1.25 Covi noton WPA .22 .28 .28 .28 .28 .28 .28 .28 .28 1.00 .45 .45 .45 .45 .45 .45 .45 .45 .45 .45 .45 .45 .45 .45 OPP DB 4 .30 — .50 _ .40 .50 _ .50 .40 1.13 1.00 1.00 1.00 1.00 .80 1.25 1.00 1.15 .85 1.00 1.00 1.38 1.00 De Kalb WPA .19 .24 .24 .24 .24 .24 .24 .24 .24 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 Coll insville DB 3 .30 _ .60 1.00 1.00 1.25 MM mm - Etowah WPA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.00 .73 .78 .78 .78 .78 .78 1.00 1.00 .78 .78 .78 .78 1.00 .78 Sasoen DB 4 .35 .50 .35 _ .80 1.25 .80 _ - .80 1.25 1.00 1.00 .85 1.00 mm Jefferson WPA .40 .60 •50 .60 .60 .60 .50 .50 .50 1.50 1.00 1.25 1.25 1.14- 1.00 1.00 1.25 1.50 1.00 1.00 1.00 1.50 1.25 1.25 1.25 Birmingham DB 2 .40 - — .63 _ - .50 .75 1.50 1.13 1,50 1.25 - 1.25 1.08 1.50 1.50 - 1.00 1.13 1.50 1.38 - PiA .40 mm mm .60 .50- 1.50 1.13 1.50 1.25 1.13- 1.25 1.08 1.50 1.50 1.15 1.13 1.13 1.50 1.38 1.25 1.25 1.25 AFL _ —, .60 1.50 1.13 l.50_| 1.25 1.13- 1.25 1.08 1.50 1.50 1.13 1.13 1.13 1.50 1.33 1.25 1.25 C .35- _ .40 mm .75- .75- 1.25 1.00 _ 1.00- 1.08 1.25 1.50 _ .75- 1.25 1.50 1.38 1.25 .40 1.50 1.13 1.25 1.13 Lauderdale WPA .22 .30 .30 .30 .30 .30 .30 .30 .30 1.38 1.00 1.00 1.00 .60 .60 1.00 1.00 1.00 1.00 .60 .60 .60 1.25 .60 Florence DB 4 »65J • 75J .60 mrn .85 mm 1. 13 1.25 1.25 1.00- — i.i3j mm l.25J _ i.i33 i.i33 1.25 I.383 - 1.25 Macon WPA .19 .24 .24 .24 .24 .24 .24 .24 .24 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 TU8KE0EE DB 3 .40 «. .60 .40- .50 — .50 1.13 1.00 1.00 1.25 mm _ — 1.38 - .60 MOBILE WPA .28 .33 .38 .38 .38 .38 .38 .39 .38 1.25 .82 1.25 1.00 .75 .82 .75 1.25 1.00 1.00 .75 i.oo 1.00 1.00 1.25 mobile DB 3 .40 .502 .602 ,5C? .45z .. — .402 1.25 .90 i.oo2 1.00 _ i.oo2 .85z l.25z i.oo2 i.oo2 »75z .802 i.oo2 I.252 l.25z PWA .. _ 1.25 .90 1.00 .75 1.25- _ 1.00 1.25 1.25 - 1.25 1.25 1.25 1.50 t \ 3 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Alabama p-148 A County and City or Town source UN¬ SKILLED INTERMED IATE Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber HELPER sheet metal WORKER helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement • fin¬ isher elec¬ trician ENGI¬ neer, hoist¬ ING lather metal PAINTER PLAS¬ TERER PLUMB¬ ER REIN— FORC¬ ING STEEL WORKER 100 FER, COMPO¬ SITION SHEET METAL WORKER 3TCAM riTTER STRUC¬ TURAL IRON WORKER TILE layer Montgomery ipa .23 .38 .38 .38 .38 .38 .38 .38 .38 1.00 .75 1.00 1.00 .62 .75 .62 1.00 1.00 .62 .75 1.00 1.00 .62 1.00 Maxwell Field 08 3 .40 W .50 ,40- .50 - - mm ,50 1.13 1.00 1.00 1.00 .75- - .80 1.25 1.00 1.15 .85 1.00 1.00 1.38 .. .60 1.00 Montgomery DB 3 .40 mm .50 - .50 - - .50 1.00 1.13 1,00 1.00 1.00 .75- 1.00 .80 1.25 1.00 1.15 .85 1.00 1.00 1.38 1.13 1.00 pi a .40 _ mm _ _ mm 1.13 1.00 1.25 1.00 1.13- 1.25 .80 1.25 1.00 1.15 .75 1.00 1.00 1.38 1.25 AFL mm _ mm 1.13 1.00 1.25 1.00 1.25 1.25 1.00 1.00 1.00 Morgan iPA .22 .30 .30 .30 .30 .30 .30 .30 ,30 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 Decatur DB 3 .30 .50 .60 — — _ mm mm — .80 .80 1.00 _ _ .80 1.00 .80 .80 1.00 Talladega tpa .22 .30 .30 .30 .30 .30 .30 .30 .30 .00 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 Talladega DB 4 .30 .50 .50 .40 1.00 .75 .75 1.00 .75 1.00 1.00 .. tuscaloofca IPA .30 .40 •40 .50 .50 .50 .45 .45 .50 1.25 1.00 1.00 1.00 1.00 1,00 .90 .60 1.25 t60 1.00 .75 1.25 1.00 1.25 Tuscaloosa nn 4 • 30 mm .60 .503 .403 .503 -4Q3 -4T)3 .75 1.253 1.00 1.00 1.003 1,25 1.133 .90 1,253 1,253 l,no3 ,753 ,753 1,25 1,253 1,253 P*A .30 mm 1.25 1.00 1.25 1.00 r 1,13 .90 1.25 1.25 .75 .75 1.25 1.25 tlNSTON iPA .19 .24 .24 .24 .24 .24 .24 .24 .24 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 .44 Halevwillc DB 4 .30 _ .50 .50 .50 .40 .40 .40 .60 1.00 1.00 .90 1.00 1.00 .75 1.00 1.00 1.00 .75 .75 1.00 1.00 1.00 3. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations P—148 County and City or Town source UN¬ SKILLED Intermediat£ SK illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper HOO CARRIER pluuber helper SHEET METAL WORKER HELPER tile layer helper truck driver {over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec- trician engi¬ neer, hoist¬ ing lather metal pa inter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter stru^ tunal iron worker tile layer Apache SPA o in • _ .75 .75 1.00 1,00 1.00 1.00 1.00 |r 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Chin Lee DB 4 .63 m ■ . ___ 1.13 1.25 1.13 — — _ _ 1.25 mm 1.25 _ Cochise ■pa .50 - .75 - - - - - .75 1,00 1.00 1.00 1.00 1.00 - 1,00 (.00 1.00 1.00 1.00 1.00 1.00 1,00 1*00 Douglas DB 3 .63 - .75 - - - - - .75- - 1.13 1.25 — — 1.25 — _ _ mm mm 1.00 pna - - - - - - — - .75- 1.50 1.13 - - 1.25- mm 1.50 1.25 1.25 mm- 1.25 mm. 1.00 Fort huachuca DB 2 .63 - .75 - •75 - — .88 .75- 1.50 1.13 1.25 1.13 1.25 1.25 1.00 1.50 1.25 1.13 1.00 1.13 1.25 1.25 1.50 1.00 Coconino ■pa .50 - .75 - - .. -r .75 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Freoonia DB 4 .63 - .75 - — - — .75- 1.13 1.25 1.13 1.25 _ 1.00 _ mm 1.13 ■mm 1.25 1.00 Mormon Lake DB 3 .63 .75 — _ __ .75- 1.13 1.25 1.13 1.25 1.00 , 1.13 1.25 1.00 Tuba DB 4 .63 - _ 1.13 1.25 1.13 1.25 1.25 Graham ■PA .50 _ .75 — .75 1.00 1.00 1.00 1.00 1.00 mm 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Safforo DB 3 .63 _ .75 mm .75- 1.50 1.13 1.25 1.13 1.25 1.00 1.50 1.25 1.13 1.13 1.25 1.25 1.50 1.00 Greenlee ■pa .50 — .75 — mm .75 1,00 1.00 1,00 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 p.n.s. DB 3 .63 .75 .75- «« 1.13 1.25 1.13 1.25 _, 1.00 mm i- 13 _ mm 1.25 mm 1.00 maricopa ■pa .50 .75 —, — .75 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phoenix DB 3 .63 .75 .75 .88 .75- 1.50 1.13 1.25 1.13 1.25 1.25 1.00 1.50 1.25 1.13 1.00 1.13 1.25 1.25 1.50 1.00 pwa .75 1 __ .88 .69 1.50 1.13 1.25 1.13 1.25 1.25 1.00 1.50 1.25 1.15 1.00 1.13 1.25 1.38 1.50 AFL .63 1.50 1.13 1.25 1.13 1.25 1.25 1.00 1.50 1.25 1.25 1.00 1.13 1.25 1.38 1.50 C .63 •75 1.50 1.13 1.25 1.13 1.25 1.25 1.00- 1.50 1.25 1.00 1.13 1.25 1.38 1.50 1,25 Navajo ■pa .50 .75 .75 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Show Loo DB 3 .63 .75 mm _ .75 1.13 1.25 1.13 1.25 1.00 1.13 1.35 w mm pin a ■pa .50 — .75 .75 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Tucson DB 1 .63 _ .75 • 75 1.50 1.13 1.25 1.13 1.25 1.25 1,00 1.50 1.25 1.13 1.00 1.13 1.25 1.25 - pwa .75 _ mm — .88 .69 1.50 1.15 1.13 1,25 1.25 1,00 1.50 1.25 mm 1.00 1.13 1.25 _ 1,50 C .40- - - - .63- — - — _ 1.25 1. 15 1.00- 1.00 1.00 1,00- 1.00 1.13 1.25 - 1.00 1.00 1.00 1.25 1.25 .50 .75 1.13 1.13 4. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations arizona p-148 County and City or Town un¬ skilled intermediate Sk1l lcd source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver {over It tons) brick¬ layer carpen¬ ter cement fin¬ isher eleo- trician engi¬ neer, hoist— 1 no lather, metal painter si S T plumb¬ er rein— foro— ins steel •orker toofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron •orker tile layer pinal •pa .50 — .75 — - — - .75 1,00 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Coolioac db 4 .63 1.25 .75 .75 — — .75- 1.20 1.13 1.25 i.i32 - 1.25 1.00 1.50 i.252 1.13 1.00 1.25 i.252 1.25 - 1.00 Yavapai •pa .50 _ .75 - •w - .75 1.00 1.00 1.00 1.00 1.00 - 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 •hipple db 4 .63' .75 .75r _ .75- i.501 1.13' 1.25 1.13* 1.251 «*» 4m - 1.25 - •4 - - 1.25' - i.oo1 Yuma •pa .50 -w .75 «• _ «M» - .75 1.00 1.00 1.00 1.00 1.00 ** 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parker db 2 .63 _ .75 .75 — — .75- 1.50 1.13 1.25 1.13 - 1,25 1.00 1.50 •»25 1.13 1.00 1.13 1,25 i.251 1.50 1.00 yusia db 4 .63 .63- 1.00 .75- 1.50 1.13 1,25 1.13 1.25 1,25 1.00 IfcSO •.25 m3 1.00 '.13 1.2? lu2?l .75 1.00 5. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Arkansas P—148 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish- er helper con¬ crete iii xer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing 8teel worker loorer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer arkansas WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 - ,60 .75 .85 .75 1.00 1.25 de witt DB 3 .40 .60 .60 — .50 .50 .50 - 1.25 1.00 1.00 1.00 - 1.00 1.00 1,25 1.00 1.00 1.00 1.00 1.00 1.00 U25 Carroll wpa .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 .. .60 .75 .85 .75 1.00 1.25 berryville DB 2 .30 Ml .50 .60 _ .50 .40 - .40 1.25 1.00 1,00 1.00 - 1.25 .80 1.25 1.00 - .85 1.00 1.00 1.00 1.25 chicot wpa .20 .35 .40 .40 .35 .35 • 35| .40 .35 1.00- ,60 ,60 .60 .50 .60 .60 .75 .75 - .50 .60 .60 .60 1.00 1.25 lake vlllaqe 08 2 .40 _ .60 .60 M .50 .50 .40 1.25 1.00 1.00 1.00 - 1.00 1.00 1.25 1.00 1.00 1.00 1.00 1.00 1.00 1.25 clay wpa .20 .35 .'5 .50 .35 .35 .3d .45 .35 1 ,00- .75 .75 .75 .50 .75 .75 .75 ,75 - ,60 .75 .85 .75 1.00 1.25 P . n . 3 , 09 3 .30 .75 mm mm .40 _ .90 1.00 _ — .75 mm a* .60 - 1,00 mm 1.00 - craighead wpa .25 .35 .50 .55 .40 .40 .40 .50 .40 1.00- .85 .85 .85 .75 .85 .95 1.00 .85 ,65 .85 .85 .85 1.00 1.25 P.N.S. DB 3 - .75 _ - - — .40 .90 - 1.00 - - .75 - .60 1.00 mm 1.00 a. Crittenden WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 - .60 .75 .35 .75 1.00 1.25 west Memphis DB 3 .35 - .63 - - .63 - mm - •a 1.13 - 1.25 - — 1.00 _ 1.38 _ _ 1.13 1.38 1.25 Cross WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 — .60 .75 .35 .75 1.00 1,25 P.N.S. DB 3 .30 - MM — — - — ,40 .90 1.00 _ mm Ml M* mm desha WPA .20 .35 .40 .40 .35 .35 .35 .40 .35 1.00- .60 .60 .60 .50 .60 .60 .75 .75 _ .50 .60 •60 .60 1.00 1,25 P.N.S, DB 3 .30- - - .40- - — _ — 2 .40 —a 1.00 1.00 mm „ IL .50 ir „ .50 .65 Faulkner wpa ,22 .35 .45 ,50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 ,50 .75 .75 .75 .75 - .60 .75 .85 .75 8.00 1.25 P.N.S. DB I .30 _ — _ .40 t 1.00 1.00 Garland WPA .25 .35 .50 .55 .40 .40 .40 .50 ,40 1.00- 1.00 .85 .95 .75 .85 1,00 1.00 .85 M 1,00 .95 .85 .85 .65 1.25 hot sprinq6 DB 3 .30 _ .60 .40 _ 1.25 1.00 1.00 1,00 1.00 1.25 1.00 1.25 1.00 .65 .65 1.00 1.00 1.00 1.25 pwa „ 1.25 1.00 .75 M* _ HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Arkansas p—148 County and City or Town 80urce UN¬ BILLED INTERMED1 ATE Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over li tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rcin- roro- 1 no steel worker ioofer, compo¬ sition sheet metal worker 8team ritter struc¬ tural iron worker tile layer Greene iPA .22 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 mm •50 .75 .85 .75 1.00 1.25 P.N.S. DB 3 - - .75 - ma - — .40 .90 1.00 - - .75 _ —, .60 1.00 .. 1.00 — hewpsteao WPA .22 .45 .35 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 - .60 .75 .85 .75 1,00 1.25 P.N.S. OB 1 .25 - - .45 mm — — - ,30 _ 1.00 mm 1.13 mm — — — — mm - — Jackson WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00— .75 .75 .75 .50 .75 .75 .75 .75 - .60 .75 .85 .75 1.00 1.25 newport DB 1 .30 - - .50 _ _ .40 1.00 1.25 1.00 mm _ .88 1,23 mm — — 1,00 mm - JEFFERSON WPA .25 in cn • .50 .55 .40 .40 .40 .50 ,40 1 .00— .85 .35 .85 .75 .85 .85 1.00 .35 mm .65 .85 .95 .85 1.00 1.25 pine Bluff np. 3 -30 AM .50 _ .40 1.00 1.00 —, mm _ .. Lafayette WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 mm .60 .75 .85 .75 1.00 1.25 P.N.S. OB 2 .25 _r •45 t .30 1.00 1.13 — - — mm — — - mm - logan WPA .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 .60 .75 .85 .75 1.00 1.25 PARIS OB 2 .30 - .60 — - .50 .40 - .40 1.25 1.00 1.00 1.00 1.00 1.25 .38 1.25 1.00 .75 .85 1.00 1.00 1.00 1.25 Mil t FP WPA .27 .35 .50 .55 .40 .40 .40 .50 .40 1 ,00— .85 1.00 .85 .75 .85 .65 1.00 .05 — .65 .85 .85 .35 1.00 1.25 texarkana DB 4 .40 - - - — _ _ — .45 _ .88 1.00 _ - — 1.50 — — .75 — - - - mississippi WPA .22 .35 .45 .50 .35 .35 .85 •45 .35 1.00 .75 .75 .75 .50 .75 .75 .75 .75 - .60 .75 .95 .75 1.00 1.25 P.N.S. OB 3 .30 — — _ _ MY .40 .90 1.00 _ _ - i* — — - - - - monroe WPA .20 .35 .45 .50 .35 .35 .35 •45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 — .60 .75 .35 .75 1.00 1.25 Brinkley DB 1 .30 .60 mm .50 1.00 1.25 1.00 T .88 mm- •65 .65 1.00 _ — - Phillips WPA .25 .35 .50 .55 ,40 .40 ,40 .50 .40 1 .00- .85 .65 .65 .75 .65 .35 1.00 .85 - .65 .85 .85 .85 1.00 1.25 P.N.S. DB 3 .50 j _, .50 T •MY .40 1.00 1.00 •mm .50 — — — - 7. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Arkansas P—148 County and City or Town 80urce un¬ skilled 1 ntermed1 ate Sk1lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck or1vcr (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing latherj metal paintcfl plab- terer plumb¬ er rein— rore— ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer poinsette spa .20 .35 .40 .40 .35 .35 .35 .40 .35 1.00- .60 .60 .60 .50 .60 .60 .75 .75 - .50 .60 .60 .60 1.00 1.25 p.n.s. db 3 - - .75 - - - - .40 - .90 - 1.00 .75 _ .60 _ 1.00 _ 1.00 — PULASKI WPA .28 ,40 .50 .55 .40 .40 .40 .50 ,40 1 .00— .75- l.CC 1,00 .75 1.00 .33 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.25 1.00 little rock db | .40 .60 .50 .40 o in • .50 .50 1.25 1,00 1.25 1,00 _ 1.25 • CD CD 1.25 1.00 .65 ,65 1.00 1.00 - 1.25 c .50 — .50 _ _ 1,25 1.00 1.25 1.00 ,60- 1.25 ,88 1.25 1,00 — .65 1.00 1.00 1.00 1,23 1.00 sebastian •pa .27 .35 •50 .55 .40 .40 .40 .50 .40 1,00- »"?5— 1,00 1.00 .75 1,00 • cd 1.00 1,00 mm 1.00 1.00 1.00 1.00 1.13 1,25 1,00 port smith db 2 .35 _ _ — - ,503 - 1.00 - - - — 1.00 1.25 - - - - - - - PWA B y\ o _ _ .60 .40- i .25 1.00 1.00 .83 1.00- 1.25 1.00 1.25 1.00 - .75 1.00 1.00 1.00 - .60 1.25 AFL t50 — .60 1.25 1.00 1.25 _ 1.00 1.25 1.00 1.25 1.00 - - 1.00 1.00 - 1.00 union 1pa .25 .35 *50 .55 .40 .40 .40 .50 *40 I .00- .35 .85 .35 .75 .85 .35 1.00 .85 m .65 .85 .85 .85 1.00 1,25 P.N.S. DB 4 .30 .45 .30 ___ 1.00 _ 1.13 •M. •oooruff • pa .20 .35 .45 .50 .35 .35 .35 .45 .35 1.00- .75 .75 .75 .50 .75 .75 .75 .75 • .60 .75 .95 .75 1.00 1.25 p.n.s. db 3 .30 _ , mm * u! o _ _ _ — — 1.00 — *m —, 0 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations California p—148 County and City or Town source un¬ skilled intermediate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brlck- layer carpen¬ ter cement fin¬ isher elec¬ trician ENGI¬ neer, hoist¬ ING lather, metal painter PLAS¬ terer PLUMB¬ ER REIN— roRO- ING STEEL WORKER (OorcR, COMPO¬ SITION SHEET METAL WORKER STCAM FITTER STRUC¬ TURAL IRON WORKER TILE LAYER alameda «pa .75- - 1.25 .75 1.35 ,75 .75 r- 00 .81- 1,75 1.25 1,25 1.37 1.37 1.60 1.25 1.60 1.37 •» 1.25 1.25 1.37 1.50 1.37 .ei 1.02 p.n.s. pwa .75 _ - _ 1.35 «. mm ,88 ,8e- 1,75 1.25 1.25 1.38 1.33 1.60 1.25 1.60 1.33 1.25 1.25 1.25 1.38 1.50 1.38 i.oc p.n.S. afl .75 — - mm _ - — ,88 1.00 1.75 1.25 1.25 1,38 1.38 1.60 1.25 1.60 l.3e 1.25 1.25 1.25 1.38 1.50 1.38 oaklano os 3 ,75 - mm .75 1,35 .75 .75 - 1.75 1.25 1.25 1.38 — . 1.2! mm 1.38 1.25 mb 1.25 1.38 1.50 m c ,51 - - mm 1.25 - mm - - 1.75 1.25 1.25 1.36 i .25 1,60 1 »2'1 1.60 1,38 — 1.21 1.25 1.38 1.50 1.38 alpine wpa .40- — .54 .54 .65 .54 .54 .54 •54— .92 .65 .65 .92 .65 .92 .65 .92 .92 .65 .65 .92 .92 .92 .54 ,65 p.n.s. ob 2 .60 - .93 - - — - - .75 - 1.13 1,10 1.25 1.36 — 1,00 mm - 1.25 mm 1.50 mm contra costa wpa .75 _ i.a .75 1.35 .75 ,75 .87 .8!- 1 . 75 1,25 1.25 1.37 1.37 1.60 1.25 1.60 1.37 mm 1.25 1.25 1.37 1.50 1.37 1.02 P.N.S. pwa .75 - - mm 1.35 mb. mm .88 .83- 1.75 1.25 1.28 1.38 1.38 1.60 1.25 1.60 1.38 1,25 1,25 1.25 1,38 1.50 1.38 1,00 v P.N.S. afl .75 — •• - 1.35 mm ■—» .75 1.00 1.75 1.25 1.25 ! ,38 i.3e 1.60 1.21 1,60 1.38 1.25 1.25 1.25 1.38 1.50 1.38 Antioch (near) db 3 .75 - 1.25 .75 1.35 .75 mm - .86 1.75 1.25 1.25 1.38 1.38 1.50 1.21 1.60 1,38 1.25 1.13 1.25 i.ae 1.50 1,25 richmond db 2 .81 — mm ma 1.35 mm • _ bbs 1,75 1.25 1.25 1.38 mm 1.60 1.2! 1.60 1.38 1.25 1.25 1.25 1.39 1.50 1.38 del norte wpa .50- — .57 ,57 .86 .57 ,57 .57 .63 .99 .95 .95 .99 mm .99 .95 .99 .99 .86 .96 a .99 mm .57 Crescent city db 3 .60 m — — .. _ — .68- bwb i.CO - — mm v. _ _ mm .. a. mm .75 fldcpaoo wpa .44- — .6? .53 .76 .63 .63 .63 .50 1.10 .76 .76 1,10 .76 i.to .76 1.10 1,10 - .76 .76 1,10 1.10 I.to .63 p.n.s. 03 1 .63 — 1.25 _ — — - mm .53- mm 1 .10 i.1g 1.38 1.38 — mm ■m 1.50 1.25 •w m •• 1,50 ms .75 Fresno wpa .50- — .71 .71 1.00 ,71 .71 .7! ,71 1,25 1.00 1,00 1.25 i.00 1.25 1.00 1.25 1.25 .71 1,00 1.00 1,25 1.25 1,25 .71 , P.N.S. pwa .65 _ — _ _ .75 .90- 1.50 1.13 1.35 1.38 1.25 1.50 1.14 1.50 1.41 1.25 I.co 1.31 1.4! 1.50 1.25 1.15 P.n.s. afl .69 _ - - 1.25 _ .85 - 1.50 1.13 1.25 1,38 1,25 1.50 1.14 1.50 1.4! 1.25 1,10 1.31 1.4] 1.50 i.lo fresno 03 3 - — 1,25 - - - - - - mm - - - - - - mm 1.41 - 1.10 - 1.41 - Humboldt wpa .50— — .63 .63 .81 .63 .63 .63 .63 1.05 .99 .95 1 ,05 - 1.05 .99 1.05 1.05 - .81 .91 p-» - 1.05 .63 Eureka 03 3 ,70 mm .90 _ m _ mm 1,50 UCP 1.25 1.25 - «b» i.co 1.25 1.25 - — — 1.25 — _ PWA .70 — mm, mm .90 - - .88 .75- 1.50 1.00 1.25 1.25 1.30— 1.25 i.co 1.25 1.25 1.50 1.25 1.25 1.25 1,50 1,38 1.25 1.50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations California P-14S County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper 6heet metal worker helper tile layer helper truck oriver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher eleo- trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer PLUMB¬ ER REIN— FORC¬ ING STEEL WORKER IOOFER, COMPO¬ SITION SHEET METAL WORKER STEAM FITTER STRUC¬ TURAL IRON WORKER TILE layer samoa DB 3 .60 — ,93 - 1.00 _ - - .68- 1.50 1.00 1.10 1.06 1.00 1.00 - 1,50 1.25 1,00 1,25 1,50 1.50 mm .75 kern SPA .50- _ .75 .75 t.oo .75 • 75 .75 .75 1.17 1,00 1.00 U17 I. 00 1.17 1.00 1.17 1.17 — I.00 1,00 1.17 1.17 1.17 .75 baker8field DB 1 .86 — 1.14 M - — - - .86- 1,50 1.29 1.2S 1.43 - 1,43 1.29 1.50 - 1.43 1.26 1,43 m 1.57 1.00 AFL .86 am •» t.oo _ .86 .88 1.50 1.29 1.29 1.43 1,4 V 1.50 1.29 1.50 1.50 1.43 1.26 1.43 1.50 1.71 1.29 l.50 TATS DB 3 .86 .. .86 .96 _ ■W 1.29 1.45 WW mm 1.29 MM 1.50 mm 1.43 m Lassen SPA .44- .63 .63 .76 .63 .63 .63 .50 t.lO .76 .76 1.10 .76 1.10 .76 1.10 1.10 m .76 1.10 1.10 1.10 .63 F.U.S. DB 3 .60 .93 M _ _ *• MB .63- - 1,00 — in MM - 1,00 9m m 1.25 - mm - MM - .75 ins anfiflfb SPA .50— .76 .75 .75 .88 .75 .75 .75- 1.25 l.lO 1.25 1.13 1,13— 1,50 1.10 1.50 1.25 1.25 I.CO 1.13 I 25 1.38 1.25 .63 »8£ 1.25 Canoga Park DB 2 .63 — 1.13 .50- .75 .63 .75 _ 1.75 1,10 1.25 i.T3 mm 1.50 1.10 1.50 1.25 1.25 t ,00 1.13 1,25 1,38 1.25 .es LCS Angeles DB 4 .75 ma I»t3 .50- .75* .633 - M .69- 1.253 l.fO I.253 1.13 1.13 1.50 1.10 1.50 1.25 1.25 1.00 1.13 1.25 1.38 1.25* •se2 .75 PSA ,63 - - M ,75 - - .66 ,75- 1.25 1.10 1.25 1.13 1,13- 1,50 1.10 1.50 1,25 1.25 I.00 1,13 1.25 1,38 1.25 1.00 1.25 AFL .75 mm - - ,85 M» mm .75 - 1.25 1.13 1.25 1.25 1,25- 1.50 1.25 1.50 1.25 1,38 1,00 1.13 1.25 1,38 1,25 1.50 C ,63 - - mm .75 - - - - 1.25 1.10 1.25 1.13 1.50 1.10 l.IO 1.25 - 1,00 1.13 1.25 1.38 1,25 Long beach FSA .75 . - - .88 - - .75 - 1.25 1.10 1.25 1.25 1.13 1,50 1.14 1,50 1.25 1.25 1.00 1,13 1,25 1.33 1.25 4FI .75 .88 m. .75 „ 1.25 1 .10 1.25 1.25 1.13 1.50 1.14 1.50 1.25 1.25 1.00 1.13 1.25 1.38 1.25 falkoalc OB 1 .63 • 1.00 —• .75 mm _ .75 1.25 1.10 1.25 1.13 •m 1,25 1.05 1.25 1.10 i.00 1.13 — 1.13 mm P^SApENA PSA .63 — - — .75 mm - .75 .69— 1.25 l.lO 1.25 1.00 1.13- 1.50 1.05 1.50 1.25 1.25 1.00 1.13 1.25 1.38 1.25 .75 1.25 C .63 •a- 1.25 1.25 t.lO 1.25 I.™ 1.1V 1.50 1.05 i.fio 1.25 1.00 1.13 1.25 1.38 1.25 1.25 AFL .63 _ _ .38 • - .75 „ 1.25 1.10 1.25 1.13 i. iv 1,50 1,05 1.50 1.25 1.25 1.00 1.13 1.25 1,38 1,25 1.25 S/W PEpRO DB 3 - l.»3 - - * - — .69- mm 1.1 J 1.25 - • .13— mr 1.10 mm 1.25 — - Mir 1.38 •n .75 1.25 santa monica OE 4 .63 _ .75 _ _ 1.25 1 .to 1.25 mm mm 1 .10 1.50 ma _ _ mm _ P»A .63 _ .75 «. 1.25 1 .10 I.|3 mm 1.50 1.10 1.50 1.25 mm to. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations California ito County and City or Town 80urce UN¬ SKILLED INTERMED IATE Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor ELEC¬ trician helper hod carrier "lumber HELPER 6heet metal WORKER helper tile layer helper truck oriver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker toofer, compo¬ sition sheet metal worker steam ritter struc¬ tural iron worker tile layer terminal island DB 3 .75 - 1.13 .50- .75 .63 - .75 ,69- 1.25 1.13 1.25 1.13 i.381 1.50 1.25 1.50 1.25 1.25 1.00 1.13 1.25 1.38" 1.25 .88 .75 venice DB 4 .63 - 1.13 •• .75 mm - - .69- 1.25 i.io 1.25 1.13 mm 1.50 I.IO 1.50 1.25 • #25 1.00 1.13 1.25 1.38 m .75 marin nba .61- - .77 .77 i.C7 .77 .77 .77 1.02 1.42 •#C9 1.09 1.25 - 1.42 1.09 1,4? 1.25 m 1.07 1.07 1.25 _ 1.25 .77 Hamilton Field DB 4 .75 « 1.25 - mm «■ - mm .79- 1.75 1.25 1.25 1.25 1.50 1.50 1.25 1.67 1.26 1.25 1.13 1.25 1.25 1.50 — 1.15 PostiT Reyes DB 3 .75 — .88 - 1.35 mm - .79- 1.75 1.25 1.25 jl.25 1.50 i.6c 1.25 1,67 1.38 1.25 1.13 1.25 1.38 1.50 i.i54 Mariposa *pa .50- a. p®7 .57 .69 .57 .57 .57 .57 .92 .69 .69 .92 - .92 .69 .92 .92 MB .69 .69 M .92 - .57 yosemite nat'l park db 3 .60 m #93 mm m - m mm .68— - 1.13 l«!3 1.25 1.38 - i.oo2 - - 1.25 mm mm mm i.501 — .75 mendocino wpa .45- m .61 .61 .69 .61 .61 .61 .61 .84 .79 .79 .84 - - .79 .84 .84 - .69 .69 m mm - .61 point Arena db 3 .50 .93 .. 1.00 _ mm .75 1.50 1.00 i.io 1.00 1.00 1.50 .88 mm 1.50 1,25 1.00 1.25 1.50 1.50 - merced 1pa .52- .62 .62 .78 .62 .62 .62 .62 1.05 .78 .78 1.05 mm 1,05 .78 1.05 1.05 - .78 .78 - 1.05 - .62 Los ban06 db 2 .50 - .75— .63 - .63 .63 .75 ,63— 1.25 1.00 1.00 1.00 • i.io 1.00 1.25 i.io 1.25 i.io i.oc I.IO 1.25 1.25 1.00 .75 moooc wpa .44 - .63 •63 .76 .63 .63 .63 .50 i.io .76 .76 i.io .76 i.io .76 i.io i.io - .76 .76 I.IO i.io i.io tule lake DB 1 .50 - .75 .75 - .75 - - .75- 1.50 l.tC 1.00 1.20 mm - i.io - 1.25 i.io i.io i.io 1.25 - .85 monterey wpa .50 MS .70 .70 .99 .70 .70 .70 .62 ».»7 .99 .99 1.17 .99 1.17 .99 1.17 1.17 - .99 .99 1.17 1.17 U»7 P.N.S. pwa .63 - - mm i.io - S* .88 .88- 1.38 1.13 1.25 1.25 1.50 1.50 1.18 1.50 1.25 1,25 1.13 1.25 1.25 1.50 1.38 1.13 P.N.S. afl .83 - _ mm 1.10 - - .88 1.38 1.13 1.25 1.25 1.38 i.5c 1.13 1.67 1.25 — 1.13 1,25 1.25 1.50 1.38 point pin08 db 3 .75 « 1.25 mm i.io _ _ .88 mm 1.38 1.13 1.25 _ - 1.50 1.13 1.67 1.25 i.3e 1.13 1.25 1.25 - 1.38 Point Sur db 3 .75 - 1.25 m i.io - - .88 mm 1.38 1,13 1.25 - mm 1.50 1.13 1.67 1.25 1.38 1.13 1.25 1.25 - r.38 Napa wpa .50 mm .59 .59 .81 .5® .59 .59 .59 1.05 .99 .99 1.05 - - .99 1.05 1.05 - .81 .81 - mm mm P,NfS. pwa .75 - - - 1.35 mm - .88 1.25 1.75 1.13 1.25 1.38 1.67 1.50 1.00 1.60 1.38 1.25 1.13 1.25 1.38 1.50 1.38 P.N.S. afl .75 - - - 1.35 mm - .88 1.25 1,75 1.13 1.25 1.38 1.67 1.50 - 1.60 1.38 1.25 1,13 1,25 1.38 1,50 1.38 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations California P—148 County AND City or Town source UN¬ SKILLED INTERMEDIATE Skilled laborer cement f1n1sh- er helper col*- crete mixer opera¬ tor elec¬ trician helper HOD CARRIER plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician enoi- neer, hoi st— ins lather, metal painter plas¬ terer plumb¬ er rein— roro— ins steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Nevada spa .50 - .68 .68 .83 .68 .68 .68 .57 I.IO .83 .83 I.IO •es I.IC .83 1.10 I.IO - lfl3 1.13 1.25 1.13 1.25 1.25 1,00 I.I3 Is2? „ _La22_ - HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations California County and City or Town source UN- JKILLEO intermed1 ate Sk illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over it tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal paintea plas¬ terer plumb¬ er rein— roRO— ing steel worker ioofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer kingston OB 2 ,60 - ♦ 90 - - - - .75 1.25 1,13 l.lo 1.13 M i.Z5 1.10 1.50 - 1.13 1.10 1.13 WW 1.13 - needles DB 1 ,60 MS .90 - _ mm - mm .75 - 1.13 1.10 1.13 - - 1.10 MB mm 1.13 1.10 1,13 MB mm mm Silver Lake OB 3 .63 - .75 - - mm — mm .75 1.25 1.13 1,10 1.13 « 1.13* 1.13 1,50' 1.25 i.13' 1,00 1.13 1.25 1,38' •M $m oiego wpa .50- .75 .75 .88 .88 .75 .75 .68— 1.50 1.00 1.25 1.25 1.13— 1.50 1.00 1.50 1.25 1.13 ■88 1.13 1.25 1.38 1.25 .63 .75 1.25 Pala OB 2 .63 mm .93 _ — • .. mm .70- _ 1.00 1 -10 1.25 1.38 MB 1.00 mm 1.25 1.13 — .. BMW 1.39 .80 San clcmentc is. ob 4 .63 — .88- - - - - .68- WW 1.00 1.25 1.25 mm mm 1.00 - - 1.13 _ 1.13 mm 1.38 • 1.25 .75 P.N.S. pwa .63 _ _ .88 _ - .69 .68- 1.50 1.00 1.25 1.25 1.25 1,50 1.00 1.50 1.25 ui3 .88 1.13 1.25 IW39 1.29 .75 san 01 ego DB 4 .63 mm 1.25 mm ,883 mm MS .753 .68- 1.50 1.00 1.25 1.25 i.253 l.SQ'3 1.00 1.50 1.25 1.13 .96 1.13 1-25 1.38 I.253 1 .75 AFL .63 mm - mm ,88 mm - .75 - 1.50 1.00 1.25 i .25 1.25 1.50 1.00 1.50 1,25 1.13 - 1,13 1.25 1.38 1,25 c .63 mm mm 1.35 • _ - 1.50 1.00 1.25 1,25 1.25 1.50 1.00 «.50 1.25 ,88 i .'3 1.25 1.38 1.25 N .67 mm _ .76 « .73 mm 1.40 - 1.14 1.19 «M - 1.14 1,37 1.19 mm 1.1® 1.19 1,12 1.10 San Francisco wpa .81 mm 1.15 1.25 mm mm .88 .88- 1.75 1.25 1.25 1.38 1.25- 1.60 1.25 1.67 1.38 |,25 1.15 1.25 1.36 1.50 1.39 1.02 1.50 San Francisco ob 4 .91 mm ,883 •801 1.25 *95* .88 .93- 1.75 1.25 1.25 1.38 1.38 1.60 1.21 1.67 1.38 1.25 1.13 1.25 1.38 1,50 1.38 1.20 pwa .82 mm m — 1.25 mm MS .88 .86- 1.75 1.25 1.25 1.38 1.38 1.60 1.21 1.67 1.39 1.25 1.11 1.25 1.36 1.50 1 .38 1.13 AFL .91 mm m _ 1.25 mm mm .88 1.75 1.25 1.25 1.38 1.38- 1.60 1.25 1.67 1.38 t. 1.25 1.39 1.50 1.38 1.63 c .81 mm - - 1.25 - - - M 1,75 1.25 1.25 1.38 1.25- 1.60 1.21 1.67 1.38 — 1,21 1.25 1.38 1.50 1,38 1.50 San Joaquin wpa ,64 - .69 .69 .88 .69 .69 .69 .69 1 •• 7 .88 .88 1.17 .88 1.17 .88 1.17 1.17 - .ee ,88 1.17 1.17 1.17 P.N.S. pwa .69 mm mm - 1.00 mm - - mm - - - mm - - - - - - - - - - Hanteca db 2 .69 mm 1.13 - mm - - - .80— 1.50 1.13 1.13 1.25 1.25- 1.50 1.13 1.50 1.25 1.25 1.13 1.25 1,25 1.50 1.25 .96 1.38 San Luis Obispo wpa .50 - .63 .63 .88 .63 •63 .63 .70 1.14 .88 .88 1.14 - 1.14 1.14 1.14 1.14 «• ,86 .88 1.14 1.14 1.14 pleoras blanca8 db 3 .75 mm .75 _ mm mm WW .75 1.25 .90 1.25 1.00 1.25 .88 1.25 1.00 1.10 _ .90 1.00 mm 1.00 San Mateo wpa .69 - .91 .81 1.12 .81 .81 .81 1.00 1.47 1.12 1.12 1.33 1.12 1.33 1.12 1,70 1.33 ui2 1.12 1.33 1.33 1.33 p.n.S. AFL .75 _ _ 1.25 WW A. .88 «. 1.75 1.25 1.13 1.38 1.33- 1.60 1.25 1.75 1.38 1.25 1.21 1.38 1.38 1.50 1.39 1.63 13. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations California p-148 County and City or Town source un- SKI LLED intermed1 ate Sk illeo laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over 4 t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal paintea plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Santa Babara wpa .50— - .83 .75 .75- .75 .75 .75 .75- 1.50 1.13 1.50 1.50 1.13— 1.50 1.15 1.75 1.30 1.25 i.0o Ifl3 1.30 1.50 1.25 .75 1.25 .83 1.25 p.n.s. pwa .75 •» - - 1.25 mm - .75 .75 1.50 1.13 1.50 1,50 1.00— 1.50 1.15 1.75 1,30 1.25 1.00 1.13 1.30 1.38 1.25 1.10 afl .75 Ml m 1.25 mm . .75 1.50 1.13 1.50 1.50 1 «25 1.50 1.15 1.75 Ia30 1.25 i.oq 1.13 1.30 1.50 -l.25. point APaUELLO ob 2 .75 - 1.00 mm 1.25 - - .75 1.50 1.13 1,50 1.50 1,15 mm 1.25 mm mm - 1.50 mm Santa Maria pwa .68 mm mm .75 . .75 .75— 1.50 1.00 1.13 1.00 1.25 1.25 1.00 1.25 1.13 1,25 .93 1.13 1.13 1.50 1.25 .88 afl .68 mm • mm .93 _ _ .75 1.50 1.00 1.13 1,00 - mm 1.00 1.25 1,13 - ,93 1»!3 1.13 1.25 1.25 santa clara wpa .65 mm .75 .75 1.05 .75_ .75 .75 .75 1.50 1.05 1.05 1.35 1.05 1.35 1.05 1,71 1.35 m 1.05 1.05 *1.35 1.35 1.35 p,ntr. pwa .75 sv» mm 1.35 mm .88 .86— 1.50 1.13 1.25 1.25 1.25 1.60 1.21 1.75 1.38 1.25 1,13 1,25 i ,38 i ,50 1,38 i.«3 AFL .75 mm m 1,35 mm .. .88 .94 1.50 1.13 1.25 1.25 - 1.60 1.22 1 • 7D 1.38 1.25 1.13 1.25 1.38 1.50 1.38 moffett field DB 1 .75 - 1.25 mm — m — mm .75- - 1.13 1.25 - 1.25 - 1.22 - 1,38 1.25 1.38 1.50 .95 palo alto ob 2 .75 — 1.25 M 1.35 m — .88 .88- 1.50 1.13 1.25 1.25 1.25 1,60 1.21 1.75 1.38 1.25 1.13 1.25 1138 1.50 l.?8 1*13 santa cruz wpa .50 mm .70 .70 .99 .70 .70 .70 .62 1.17 .99 .99 1.17 - mm .99 1.17 i.j7 - .99 mm — 1,17 1.17 p.N.S. pwa .75 mm 1.13 _ _ ,75 .75- 1.50 1.13 1.00 t .13 1,25 1.50 1.15 1.50 1.25 1.25 1.13 1.25 i.?5 1.50 l.?5 .90 afl .75 mm mm 1.13 _ _ .75 _ 1.50 1.13 1.00 1.13 1.13 1.50 1.15 1.50 1.25 - 1.13 1.25 1.25 1.38 1.25 Shasta wpa .50 mm .68 .68 1.02 .68 .66 .68 .57 l.lo 1,02 1.02 l.lO 1.02 l.lO 1,02 l.lO 1.10 - 1.02 1.02 1.19 l.lO l.lO reddinq db 3 .754 A 1.25 _ 1.25 - - - .75- 1.75 1.19 1.25^ 1.38 1.38 1.31 1.19 1.58 1.25 1.25 1.19 1.31 1.25 1.50 - 1.25 §|erra wpa .44 .63 .63 .76 .63 .63 .63 ,50 1.10 .76 .76 l.lO .76 l.lO .76 1,10 l.lO mm .76 .76 l.lO 1.10 l.lO p.n.s. or 2 .fin ,93 tm 1.00 1.25 1.38 mm 1.00 mm 1 -25 — .75 si6kiy0u wpa .44 .63 .63 .76 .63 .63 .63 .50 l.io .76 .76 l.lo .76 • -10 .76 1 • 1 o l.lo - .76 .76 l.lO l.lO i-10 fort j0ne8 db 3 .50 .75 .50 mm .75 mm .75 1.25 1.00 1.25 1 *25 1.00* 1.00 1.25* 1.25 1-00* 1 -10 1 -10 1.25 i .50* mum Mount Shasta db 2 .50 .75 — .75 1.00 1.25 1.25 mm _ 1.00 A 1.00 l.lO 1.13 _ somesbar (near) db 3 .60 .. .93 _ • .68- _ 1.00 1.10 - 1.38 _ 1.00 mm - 1.25 - - - 1.50 - .75 solans wpa .61 — .76 .76 1.09 .76 .76 .76 .70 1.25 1.09 1.09 1.25 1.09 1.25 1.09 1.25 mm 1.09 1.09 1.25 1.25 1.25 p.n.S. pwa .75 mm mm .75 .94- 1.13 1.13, l.lO 1.38 1.38 1.50 1.14 1.75 1.38 m, 1 -10 1.25 1.38 1.50 1.25 1.15 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations cam roam a p-148 County and City or Town source un- yet LLEO intermedi ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over It tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer mare island ob 4 .75 _ 1.25 .75- 1.35 - 1.25 .75 .93— 1.75 1.13 1,13 1.38 1,38- 1.50 l.2l 1.75 1.38 1.25 i.io 1.25 1.38 1,50 1.25 .94 j_,00 1.50 sonoma ipa .44 — .63 .63 .81 .63 •63 .63 .63 i.c6 .99 .99 1.05 mm mm .99 1.05 1.05 - .81 • 81 - - - p.n.s. p* a .63 — mm •• 1.00 - - .75 .86- 1.50 1.13 1.13 i.t3 1.50— 1,50 1.00 1.50 1.25 1,25 1.00 1.25 1.35 1,50 1.25 1.15 1.67 AFL ,63 M mm - 1.00 mm - .75 - 1.50 1.13 1.13 1.13 1.50- 1.50 1.00 1 »5c 1.25 1.25 1.00 1.25 1.25 1 .50 1.25 1.67 stanislaus wpa .52 .62 .62 .78 .62 .62 .62 .62 1.05 .78 .78 1.05 Ml 1.05 .78 t m»05. 1.05 mm .78 .78 - 1.05 - p.n.s. Pi A .63 - ■w - .88 .75 .80- 4.50 1.00 1.25 i.oc 1,25- 1.25 l.lc 1.25 1.13 1.25 1,00 l.!9 1.25 1.50 1.25 .96 1.38 modesto ob i .63 — .75 - mm - mm mm •eo-T - i.oc 1.25 l.)3 - - i.io - - 1.25 1.12 1.19 - - - .96 sutter IPA .50 — .75 .75 1.00 .75 .75 .75 .56 1.25 1.00 1.00 1.25 i.oc 1.25 1.00 1.25 1,25 - 1,00 1.00 1,25 1.25 1.25 yuma city db 4 .63 - .80 - .88 •* mm - .75 1.75 i.io 1.13 1.25 - - 1.13 1.25 1.25 - 1.13 1.31 mm - 1.31 ■* Truiui wpa .44 — .63 .63 .76 .63 •63 .63 .50 1.10 .76 .76 i.io .76 i.io .76 i.io i.io mm .76 .76 i.io l.lc i.io red BLUFF 08 2 .63 1 .05 mm 1.00 mm m mm .68— 1.75 1.20 1.13 1.38 1,30 1.00 1.25 mm 1.25 1.20 l.3l 1,50 - .75 Tulare ipa .50 — .59 •59 .75 .55 .59 .59 .59 1.05 .75 .78 .75 1.05 1.05 .75 1.05 l.05i - .75 .75 1.05 1,05 1.05 p.n.s. ob 3 .63 — .93 mm - mm - - .68- - 1.00 - 1.25 mm - i.oc - •• - mm mm - — mm .">5 PWA .63 — mm mm mm mm mm .75 .75 1,50 i.oc 1.25 1.25 mm 1.25 1,00 1.50 1.25 1.25 1.00 1.25 1.50 1.50 1.25 tuolumne ipa .50 — .57 .57 .69 .57 .57 .57 .57 .92 .69 .69 .92 - .92 .69 .92 .92 - .69 .69 mm .92 - p.n.S. 0b3 .60 - • 93 . mm «• mm .68- - 1.13 1.13 1.25 1.38* _ 1.13 - mm i.252 mm 1 ■■■» 1 .50 mm .75 ventura ipa .50- a. .93 .70 .75 .8E .75 .75 .75- 1.25 l.lc 1.25 1.25 1.13— i.5c l.lC 1.38 1.38 1.38 1.00 1,25 1.38 l.3£ 1.25 .75 ,85 1.25 pwa .75 - mm - - - - .75 .85 1.25 i.io 1.25 1.25 1,38 1.50 i.io 1.38 1.38 1.25 1.00 1.25 1.38 i.3e 1,25 y0l,0 ipa .50 - .76 .76 .96 .76 .76 .76 .57 1.25 .96 .96 1.25 ,96 1.25 .96 1.25 1.25 - .96 .96 1.25 1.25 1.25 p.n.s. pia .75 — mm - - .79 .85 1.75 l,«9 1.19 1.38 1.31 •31 1.19 1.58 1.50 1.25 1.19 1.31 1.50 i.5c 1.31 afl .75 — - mm 1.19 mm - .79 - 1.75 1.19 1.19 1.38 1 .31 1.31 1.19 i.se 1.50 1.25 1,19 1.31 1.50 i.5c l.3l yuea ipa .50 .76 .76 .96 .76 .76 .76 ,57 1,25 ,96 .96 1.25 .96 1.25 .96 1.25 1.25 - .96 .96 1.25 1.25 1.25 MARYSV1 LLC qb 3 ,63 - ,93 .75 1.00 .75 - .63- •»75 l.lc 1.13 1,13 - mm t.13 1.25 1.25 1.25 1.33 - - - - .75 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1928 Selected Occupations P—148 County and City or Town source UN¬ SKILLED intermediate Sk1lled laborer cement finish¬ er helper coi*- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician enqi— neer, hoist- ins lather/ metal painter plas¬ terer plumb¬ er rein— roro- ino steel worker toorcR, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Arapahoe WPA A/ .63- .74- .74- .74- .74— .74- . 74- . /4- . 74— 1.50 t .43 1.43 1.43 1.43 1.50 1.25 1.50 1.43 1.43 1.35 1.43 1 .43 1.43 1.56 .72 1.00 1.00 1.00 1.00 1.00 1.00 I'.OO .75 WPA £/ .50 .57 .57 .57 .57 .57 .57 .57 .57 . /2 .72 . /2 . 72 . 72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .'72 LITTLETON DB2 .72 - - - - - — — 1.00 1.50 1.43 1.43 1.43 1.43-i 1.50 1.25 r.50 1.43 1.35 1.43 1.43 1.43 — 1.50 bent WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 FORT LYON DB2 .60 .75 .75 .75 - - .75 .75 1.25 1.10 - 1.10 - 1 .43 1.00 1.50 - - - - - 1.25 1.25 Boulder WPA .50 .57 .57 .57 .57 .57 .57 .57 .57 .72 .72 .72 .72 .72 .72 .72 .72 .72 .■72 .72 .72 .72 .72 .72 P.N.S. DB2 .55 _ .70 _ — — — — .70 — 1.10 1.10 — 1.10 — I . ID - — 1.25 — '-*P - 1.25 — P.N.S. PWA .63 — — — — — 1.38 1. 10 1.10 1.10 1.10 — — denver WPA .63- .74- .74- .74- .74- .74- .74- .74- .74- 1.50 1.43 1.43 1.43 1.43 1.50 1.25 r.50 1.43 1 .43 1 .35 1.43 r.43 r.43 1.50 .75 1.00 1.00 l .00 1.00 UOO 1.00 1.00 .75 Denver DB2 .7! - - - 1.00 - - .90 1.00 1.50 1.43 1.43 1 .43 1.43- 1.50 1.25 1.50 1.43 1.43 1.35 1.43 1.43 1.43 1.50 1.50 PWA .71 „ - - - .90 .75- 1.50 1.43 1.43 1.43 1.43 1.50 1.25 1.50 1.43 1.43 1.35 1.43 1.43 r.43 1.50 1.00 AFL - - - - - - — .90- 1.50 1 43 1.43 1.43 1.43- 1.50 1.25 1.50 1.43 - 1.35 1.43 1.43 1.43 — 1.00 1.50 C .71 1.00 1.50 1.43 1.43 1.43 1.43 1.50 1 .25 1 .50 i .43 - 1.35 1.43 1.43 t.43 t.50 G|LP|N WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 p.n.S. DB2 .55 — .70 - — — — — .70 — I-10 1.10 — I 10 — 1.10 — — 1.25 - - — 1.2b - Grand WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 qranby (near' DB4 .63 - — .80 .90 — - — .70- — 1.10 1-25 1.25 - — — - - 1.25 - - 1.43 r.43 - • yo brand lake (near) DB3 .50 - .70 .60 - - - .70- — r.io 1.10 I-10 1.10 - 1.10 - - .90 - f .IU 1.10 r. iu — .90 Jackson WPA .43 .62 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 rabbit Ears pass DB2 .50 _ .70 _ — — . /U - 1.10 1.10 _ I.10 — 1.10 _ — 1.10 — — — - - Jefferson WPA V .63— .74- .74- .74- .74- .74- .74- .74- .74- 1.50 1.43 r.43 1.43 1.43 1.50 1.25 1.50 1.43 1.43 1.3b r.43 J .43 r.43 1.50 .72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 WPA jA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .b3 .b3 .63 .63 .63 .63 .63 .63 .63 .63 P.N.S. DB4 .72 - - i.OO - - .90 1.00 1.50 1.43 1.43 1.43 f.btf 1.50 1.25 1.50 r.43 1.43 1.3b 1.45 r.43 1.433 1.50 „ 15, Colorado HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations 16, Colorado P—148 County and City or Town source uw- iKILLEO intermed iate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ ts 1 c1 an helper hoo carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter pl a 8- terer plumb¬ er rein— ford¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Lake WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 P.N.S. DB2 .50 mm .70 _ mm - _ — .70 - 1.10 1.10 _ 1.10 — 1.10 — — 1.10 _ _ _ r. ro la plata WPA .50 .57 .57 in • .57 .57 ■ .57 .57 .57 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 ignacio (near) J)B3 .50 — .70 — .70 .70 .60 .70 .70 1.25 r. to 1.25 1.25 1.25 1. 10 r. 10 1.25 1.25 1.10 _ 1-10 1.25 _ 1.25 Larimer WPA .50 .57 .57 .57 .57 .57 .57 .57 .57 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 Estes park DB4 .3) .70 .70 .70 .70 .70 .70- 1.25 1.10 1.10 1.10 1. IO3 1.10 1.10 1.25 r. io 1.25 1.10 1.10 r. io 1.43 .90 Loveland DB4 .50 .70 „ .70- 1.10 1.10 r.io mm mm r. io r.25 I -10 1.43 1.43 _ .90 las Animas WPA .50 .57 .57 .57 .57 .57 .57 .57 .57 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 Trinidad BB1 .60 .75 , .75 . .70 I. 10 1.10 1. 10 1.10 1. 10 1. 10 r. io 1.10 r. io 1.10 1.10 MESA WPA .50 .57 .57 .57 .57 .57 .57 .57 .57 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 .72 grand Junction DB3 .63 .75 .50 .75 .63 .75 .75 .70 1 .50 1.00 1.00 1.00 1.00 1 .25 1.00 1.25 1.00 .75 1.00 1.00 1.00 1.00 1.38 Montezuma WRA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 P.N.S. DB3 .50 - .70 — mm* - - .70 1.10 1 .10 1. 10 1.10 r. io 1.10 MM pueblo WPA .60 .69 .69 .69 .69 .69 .69 .69 .69 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 .86 P.N .S. DB2 .50 — .70 — — _ _ _ .70 1.10 1.10 1.10 — 1.10 1.10 _ — _ 1.10 pueblo PWA tmm _ — — — - _ — _ 1.38 — — _ — — — _ — _ _ _ _ routt WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 Rabbit Ears pass DB2 .50 .70 .70 mm 1. 10 1. 10 ■mm 1. 10 _ I. 10 MM 1.10 MS SUMMIT WPA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 . 63 .63 .63 .63 .63 .63 .63 .63 .63 Frisco DR3 .50 .70 — _ - .70 1. 10 1. 10 _ 1. 10 _ 1. 10 .. _ 1.10 — - r. io w Krei/uljng (near) DB4 .63 — 1.10 .80 .90 — - - .70- - 1. 10 1.25 1.25 1.25 — — — — 1.25 — — 1.10J 1.43 _ .90 Teller ipA .46 .52 .52 .52 .52 .52 .52 .52 .52 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 ' .63 .63 Woodland park DB2 .55 _ .. _ .70 _ r. IO 1.10 _ I..IO _ 1. 10 _ 1.25 _ mm hJ metropolitan B/ RURAL 17. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I958 Selected Occupations Connecticut P-1*9 County and City or Town source un¬ skilled 1ntermed1 ate Sk illeo laborer cement f1n1sh- er helper cow- crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician ENGI¬ neer, hoist¬ ING lather, metal painted PLAS¬ TERER PLUMB¬ ER REIN- FORD¬ ING STEEL WORKER ioorcR, COMPO¬ SITION SHEET METAL WORKER STEAM riTTCR STRUC¬ TURAL IRON WORKER TILE LAYER fairfield BRIDGEPORT WPA O in • i .78 .70- .65 .78 .65 .65 .88 .75 1.38 125 1.38 1-38 1.30- 1.25 r. i3 r. 38 r.38 1.65 r. i3 1.25 r.38 1.65 r.38 .85 1.50 PWA .78 _ _ .78 .88 .65 1.38 1.25 1 .38 1.38 1.38- 1.25 1.13 r.38 1.38 1.13 r.25 1.38 r.65 r.38 1.50 AFL .78 _ _ - .88 1.38 1.25 1.38 1.38 1.30- 1.25 1.13 1.38 1.38 1.13 r.25 f.38 1.65 1.38 l. 50 C .78 — _ - — — mm .. — 1.38 I 25 1 38 1.38 1.50 1.50 1. 13 1.38 1.38 mm 1.25 1.25 1.38 r.65 1.38 danbury WPA .50 .78 .70- .65 .65 in 1. p—ne HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations florida un¬ skilled intermediate County and City or Town SOURCE laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck oriver {over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painted plas¬ terer plumb¬ er rein— forc¬ ing steel ■orker ioofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron ■orker tile layer brevard ■PA .19 .32 .27 .32 .32 .32 .32 .32 .27 .60 .48 .48 .60 .60 .48 .48 .60 .60 - .48 .60 .60 .60 .60 melbourne OR 1 .30 .43 wtm .35 1.00 .75 1.00 .80 _ .75 .75 1.00 — _ .75 .90 1.00 _ broward ■pa .25 .50 .35 .50 .50 .50 .50 .50 .35 1.25 1.00 1.00 1.25 1.25 1.00 1.00 1.25 1.25 1.00 1.25 1.25 1.25 1.25 p.n.s. P»a .50 _ .50 — .50 1.25 1.00 1.25 1.25 1.13- 1.00 1.25 1.50 1.25 1.38 1.50 1.63 1.51 1.25 p.n.s. AFL .50 — — — — - — .50 — 1.25 1.00 1.25 1.25 1.13- - 1.00 1.25 1.50 1.25 — 1.50 1.50 1.50 1.25 Collier ■PA .19 .32 .27 .32 .32 .32 .32 • u) cm • .60 .48 .48 .60 .60 .48 .48 .60 .60 — .48 .60 .60 .60 .60 port Everglades DB 4 .40 .65 _ — _ — _ — O co • — 1.00 _ 1.00 _ _ _ _ 1.38 _ 1.63 _ Dade ■PA .30 .60 .50 .60 .60 .60 .60 .60 .50 1.50 1 .14 1.50 1.50 1 .26 1.14 1 .14 1.50 1.50 1.14 1.26 1.50 1.63 1.26 Miami DB 3 .50 _ .60 1.50 1.13 1.50 1.50 1.25- 1.25 1.25 1.50 1.50 1.25 1.13 1.38 1.50 1.63 1.50 PIA .50 - — — .60 — - .60 — 1.50 1.13 1.50 1.50 1.25- 1.25 1.13 1.50 1.50 1.25 1.25 1.38 1.50 1.63 1.63 1.50 AFL .60 _ _ _ .60 .60 1.50 1.13 1.50 1.50 1.25- 1.25 1.25 1.50 1.50 1.25 1.13 1.38 1.50 1.63 1.63 1 .50 Duval ■pa .30 .50 .44 .50 .50 .50 .50 .50 .44 1.25 .85 .74 1.25 1.00 .74 .80 1 .25 1 .25 .75 1 .00 1.25 1.25 1.00 jacksonville DB 1 .30 _ .50 .65 .35 .40 .45 1.00 .75 1.00 1.25 .75 .75 1.00 1.25 1.00 .75 1.00 1.25 P«a .40 _ .50 — .50 .55 1.00 1.00 1.00 1.25 1.13- 1.00 .75 1.00 1.25 1.00 .75 .75 1.25 1.25 1.25 1.25 ATI .50 .50 1 .00 1 .00 1.25 1 .25 1 .13- i .no 1.25 1.25 1 .00 1 .25 1.25 1.25 1 .25 c .40 _ •» .50 mm «. 1.00 1.00 1.00 1.25 1.13- 1.00 .75- 1.00 1.25 .75 1.00 1.25 1.25 1.25 1.50 1.00 Escamaia _1£A_ •an .50 .50 .50 -50 .50 .38 1.00 .80 .80 1.00 1.00 .80 .80 1 .00 1.00 .80 1 .00 1 .00 1.00 1.00 Fort barrancas DB 3 .40 .60 .80 .50 1.25 .80 1.00 .75 .60- 1.00 .75 1.00 1.00 1.25 .75 1.00 1.00 1.25 1.25 1.00 pen8acola DB 3 .40 .60 mm mm .80 .50 1.25 .80 1.00 .75 .60- 1.00 .75 1.00 1 .00 1.25 .75 1.00 1.00 1.25 1.25 1.00 P*a .40 .60 .80 .75 1.25 .88 1.00 1.00 1.00- 1.25 .75 1.00 1.00 1.00 .90 1.00 1.00 1.25 1 *25 1 afi .fin .PC 1.25 1.00 1 JOO 1.00 1 .25 1.00 1.00 1 .00 .90 1.00 1.00 1.25 1 .25 N .43 _ mm .61 _ .61 1.04 1.08 1.04 .97 1.37 1.04 1,04 1.06 1.00 franklin ■pa .21 .32 .27 .32 .32 .32 .32 .32 .27 .75 .60 .60 .75 .75 .60 .60 .75 .75 .60 .75 .75 .75 .75 p .n,s« DB 3 .35 .RO .80 — Sk i lled HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations FLORIDA 22. £=i2s County and City or Town source UN¬ SKILLED intermediate SK ILLEO laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal PAINTER plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker toofer, compo¬ sition sheet metal worker steam fitter struc¬ tural ircn worker tile layer wrwnnv wpa .19 .32 .27 .32 .32 .32 .32 .32 .27 .60 .48 .48 .60 .60 .48 .48 .60 .« - .48 .60 .60 .60 clew!stow DB 2 .40 .55 1.00 .75 .80 — .75 .75 1.00 .89 - .75 - - - - wpa .30 .50 .44 .50 .50 .50 .50 .50 .44 1.25 .85 .74 1.25 1.00 1.25 .80 1.25 1.25 _ .75 1.00 1.CC 1.25 1.00 r>r 3 .30 .40 .60- .40 .60 .40 .40 1.25 .88 .75 1.25 1.25 ,80 1.25 1.25 1.25 .75 1.00 _ 1.25 1.25 1.00 pwa .40 m. 1.25 .88 1.25 1.00- 1.25 .80 1.25 1.25 1.00 .75 1.25 1.25 1.20 1.25 1.25 api _ mm, 1.25 _ mm 1.25 1.25 — _ 1.25 1.25 1.00 1.25 1.25 1.25 c .25- mm .40- — mm .80- .60- .50- 1 o co • .75- .80- .5C - .80- 1.00- .69- ,89- 1.00-1 .69- 1.09- .40 .50 1.25 .88 1.25 1.25 1.25 1.25 1.25 1.00 in • t— .80 1.09 1.25 1.25 1,25 taupa bay DB 4 .30 ... .40 mm .60 _ — — .88 .75 — — — .80 — 1.25 - — 1,00 — — - LEON wpa .25 .35 .30 .35 .35 .35 .35 .35 .30 1.25 .75 1.25 .85 .85 ♦ 75 ♦ 75 1.25 ,.85 — .75 .85 .85 ,85 ,85 tai 1 amakrff OR 2 .40 .75 .50 .60 .40 .40 .40 1.25 .75 1.25 1.25 .75- 1.25 .75 1.25 1.00 1.00 .75 1.00 1.00 1.25 1.25 1.00 manatee wpa .25 .35 .30 .35 .35 .35 .35 .35 .30 1.00 .75 .60 1.00 .71 .50 .75 1.00 1.00 - .75 1.00 .71 .71 .71 Manatee river DB 2 .40 — — — — — - — — - .80 - 1.00 - - - - - - - - - - - marion wpa .25 .35 .30 .35 .35 .35 .35 .35 .30 1.00 .75 .60 1.00 .71 .60 .75 1.00 1.00 — .75 1.00 .71 .71 .71 ocala DB 3 .30 .50 .50 mm — .75 .80 .75 — .75 .70 1.00 .75 _ .70 .. .75 1.90 martin wpa .19 .32 .27 .32 .32 .32 .32 .32 .27 .60 .48 .48 .60 .60 .48 .48 .60 .60 _ .48 .60 .60 .60 .60 bthart (near) dr 4 .40 .50 mm _ .60 1.38 1.13 1.38 1 .38 .70- 1.13 1.25 1.38 1.38 1.13 1.25 1.50 1.38 1.38 1.25 Monroe wpa .29 .41 .41 .41 .41 .41 .41 .41 .41 .81 .61 .61 .81 .81 .61 .61 .81 .81 .61 .81 .81 .81 .81 key west DB 2 .40 .80 .40 .40 .40 _ _ .80 .80 .80 .80 .80 _ .80 mm 1.00 .80 n .43 _ _ 1.02 1.04 m. mm .97 mm 1.04 _ mm nassau wpa .19 .32 .27 .32 .32 .32 .32 .32 .27 .60 .48 .48 .60 .60 ,48 .48 .60 .60 _ .48 .60 .60 .60 .60 P.N.8. DB 1 .25 .75 — .40 .75 1.00 mm _ _ _ orange wpa .26 .45 .36 .45 .45 .45 .45 .45 .36 - .83 .83 1.00 1.00 .83 .83 1.00 1.00 - .83 1.00 1.00 1.00 1.00 Orlando pwa .40 - - - - - - .60 - 1.00 .88 1.00 1.00 - .88 .75 1.00 1.00 - 1.00 1.00 1.00 1.00 1.25 Palm beach wpa .31 .49 .38 .49 .49 .49 .49 .49 .41 1.38 1.13 1.13 1.38 1.38 1.13 1.13 1.38 1.38 - 1.13 1.38 1.30 1.38 1.38 p.n.s. pwa .50 - - - - - - .50 - 1.38 1.13 1.38 1.38 1.25 1.25 1.25 1.38 1.38 1.13 1.25 1.50 1.38 1.38 1.38 P.n.S. afl .50 _ _ _ .50 — — — — 1.38 1.13 1.38 1.38 1.25 — 1.25 1.38 1.38 1.38 1.38 1.50 1.38 1.38 1.38 west palm beach DB 2 .30 .40 .40 .40 .50 .40 _ 1.38 1.13 1.38 1.38 _ mm 1.25 1.38 1.38 1.50 1.38 1.38 23. £=14ft. HOURtY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations -elqfilda County and City or Town source un¬ skilled LABORER cement finish¬ er helper 1NTERMED I ATE con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck oriver (over I* tons) Sk illed brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician ENfll— neer, hoist— ino lather, metal painteh plas¬ terer PLUMB¬ ER rein— foro— ino steel worker roofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer p|1£llas •pa .28 .49 .36 .49 .49 .49 .49 .49 .36 1.25 .88 1.25 1.25 1.00 .43 .88 1.25 1.00 .74 1.00 1.0C 1.25 1.25 bay pines Pg 4 .30 ±75_ .50 ±40_ LZ5_ 1.00 st. peter8bur0 db 3 .30 .75 .50- ^50. .63 .40 .40 ,40 1.25 .88 .75 1.25 ±75_ 1.25 ±80. 1.25 1.25 1.00 1.00 1.00 . 1.*25- 1.25 1.25 .75 _eia_ .30 .40 ±30 1.25 ±88. 1.25 1.25 1.00- 1.25 ±ea. 1.25 1.25 1.00 ±66. ,1.00 1.25 1.25 1.25 1.25 Afl 1.25 1.25 1.25 1*25- 1.25 1.00- 1.00 1.25 1.25 j .25 .30 ,40 1.25 ±8§_ ±50r_ 1.25 .75- 1.00 ±5§. 1.25 JLa25. 1.00 1.25 1.25 1.25 .75 ±8Q_ putnam _IEA_ .25 .32- ,3Q_ ±3£. ,35. .35 ±35. _a35_ ±3q_ 1*QSL ±2Q_ .60 1.25 2z1. ±£Q_ ±25 1.00 ±85. l25_ •85l ±21_ 1.25 .71 palatka nR 1 .35. ±4& »25_ 1.00 . q. *25- st. johns ST. AUGUSTINE wpa db 1 ±25. .30 .35 .30 ±35. ±35. .35 .35 .50 -±60 .40 ±25. .50 ±3q_ 1.00 .70 .60 1.25 -*21- »£q_ .45 1,00 .75 1.00 1.25 ,75- .75 .70 1.00 •85. •25- ±25 ±85- •2*. 1 .25 •21. 1.QQ 1.25 1.00 ±22 1.00 1.25 1.25 1.00 1.00 ST. LUCIE WPA .19 .32 ,29 ,32 .32 .32 .32 .32 ,29 ,60 _ ±48. ±48_ >60 ,60 ±4§_ ±46. ±6Q_ JQ- ±45- •50- •50. •50- •50- FORT PIERCE db 2 -±25 1.00 .80 1.00 1.00 -*25. 1.00 2t±q0. 1.00 1.00 1.00 volusia •PA .25 .40 .30 .40 .40 .40 .40 .40 .30 .86 .71 ,71 .86 .86 .71 ±zl .86 ±86. ±ZL -,35. ±88. •35. -*35. coronaoo beach db 2 .30 1.00 .75 .75 1.00 •25 1.00 1.00 1.00 1.00 1.00 daytona beach db 1 .30 .50 .40 .75 1.00 .75 1.00 PWA .30 .40 •30 1.00 .90 1.00 1.00 .75 1.00 1.00 1.00 •75 .75 .±75- .*25. 1.w wakulla .IEA_ ±21 .32 l22_ ±32. ±32. ±22. ±32 ±32. ±27. lZ5_ •SO. •30- .25- •25- •3L .60 «lz5_ . /■? •50- ±25. ±25. 2z5_ .75 PtN,S, Pg 3 ±25 ±60- ±60. •alton •PA ,21 .32 .27 ±21 ,32 ±22. ±22 ±22 ±27. ±75- ,60 .60 ,75 .75 .60 ,60. .75 ,60 .75 >25- >25- .75 d£ fuhiak sprin9b j13--2- ±20. •55. ±40. ±50. ±40. ±50. 1.25 ±ao_ 1.00 1.00 1.00 •25. 1 .no 1.00 1.00 .25- 1 .00 1.00 1.25 1 *25 24. M4fi HOURLY WAGE RATES FOR WPAV AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selecteo Occupations MmiA. County and City or Town source UN¬ SKILLED laborer Intermediate cememt finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo CARRIER PLUMBER HELPER SHEET METAL WORKER HELPER tile LATER HELPER truck driver {OVER i* t0w8) sk illed brick¬ layer carpen¬ ter cement fin¬ isher ELEC¬ TRICIAN enoi- NECR, HOI ST— ins lather; METAL PAINTER plas¬ terer plumb¬ er rein— foro- I NO 8TCEL WORKER toofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer BACON ■PA •20 •25 .25 .25 .25 .25 .25 •25 *25 .50 .50 •50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 Alma db 1 .30 *50. 1 .00 .so- 1 -oc, *25- .80. 1.00 1.00 .20- .75 jl^5_ BIBB jtea- «l2SL .40 .40 *40. .40 .40 ^40. .40 .40 1 .no -RO 1.00 1-00 .70 .70 .25_ 1 .no 1.00 .70 »2q_ .70 1.00 1*25- *20. MACON DB 1 *30. .50 .40 1.00 _^£l ^25_ 1.00 ^z5_ ,25. 1.00 ^q_ .20- .75 1.00 BLECKLEY wpa .20 .25 .25 .25 .25 .25 .25 .25 .25 .50 .50 .50 ,50 .50 .50 .50 .50 .50 *50. _s50_ _«5p_ _£S_ .50 .50 cochran DB 3 .30 .40 _t45_ .40 .50 .50 .50 1.13 1,00 1.00 .65 1.00 1.00 1.00 1.00 1.00 1.00 1.25 1.25. Camden WPA ,20 _*25l *25- .25 *25- *25 ^3 *25 *25 _^c_ *50l _^0_ _£q_ _t§£l *50. *50. *50. *50. _*5£l *50. *50. _.5s_ P.N .s. DB 1 .25 tz5 ,40 *25 1.00 CHATHAM _i£a_ *22- *0Q_ _^q_ _»40_ mOQ_ *40_ *0£ _^0 *00- 1.00 *20- 1.00 1.00 ♦2sl j5_ *25 1.00 1.00 *25 _^q_ _jbq_ 1.00 *20l 1.00 SAVANNAH DB Z o2l _j§_ _^£l .50- _^q_ .*50. 1.2s .90 1.00 1.00 1.00 _^a. 1.2s j..qcl *05 *20. 1.00 1.00 -1*00- PtA .30 -*5£L *5£l 1.00 .90 1.00 1.00 1.00- 1.00 .25- 1.25 ■90 *9CL 1.25 1.38 1-oq 1.25 .AEL. .50 -*50- 1.00 -*20- 1.00 1.00 1«0q_ 1 «qq 1.25 V2Q_ *20.. 1.25 1.38 1*00. ,25- ,25- ,75— ♦50- ♦75 J5- .60- ♦75- 50-• .75- _j5=i -j5- jlwqo. _j0=, jlsqsl *30. .30 11&L *20- 1.00 1.00 1.00 *00- 1 .00 1.00 Chattahoochee JtEA_ .20 *25_ .25 _j5_ ^25_ _s25_ .25 _jl25_ ,25 .50 .50 *50- *5Q_ *5Q__ *50- *50. *50- *50- *50L *50. *50- *50- sSQ- *50 Fort bennino db 3 .30 *40- *00. *40 .45 1.25 .75 juqo 1.00 1.25 *20- *25 1.25 1,25 .90 *25- *05- 1*25 1*25 1.qq-, Cobb WPA .23 .30 ♦ 30 .30 .30 .30 .30 .30 .30 1.00 .60 .60 .75 .60 .60 .60 .75 .75 .60 .60 .60 .60 _*6q_ marietta DB 4 .40 j2_ *20- *20- .70 .50 1.25 1*00- 1.25 1.25 1,25 1*00. 1.25 1.25 1,99 .1*02- columbia- JtEA., ♦29 *25 *25- *25 *25 *25 *25 .25 .50 .50 .50 .50 .50 .50 *50 *50- *50. *50- .50 .50 *50- *50- .59. P.N .Si PB 2 .30 _l!5_ *05. *40. *05. ,40 1.13 .85 .75 1.00 1.00 .75 1 .13 •75- *20. Fultom WPA .30 .43 .43 .43 .43 .43 .43 .43 .43 1.25 .90 1.00 1.13 1.00- 1.00 .85 1.00 1.25 .90 1.00 1.00 1.25 1.25 1.25 1.25 Atlanta DB 4 *00. j2_ *20. j£l jo. HO. .50 1,25 1.00 1.25 1,25 1.25 1.00 1.25 1.25 1,99 1,90 1.25 1.25 1*25__ pwa *00. *55 .50 _j50_ ±j5_ 1,09 1.25 1.25 1.90- 1.25 1.00 LH5 1.25 1.00 1.99 1...25.- »1a3s_ 1.25 .25- .39- 1.00" *20=l *25- 1.00- *£Q=l 1.99- aO&'I*25- 1.00- 1.99 1.00- >♦25 *25=l *25?- ♦40 .50 1.25 1 .00 1,25 1.25 1.38 1.25 .80 1.25 1.25 1.38 1.25 Fort Mcpherson 8reene p «n «s 1 DB 3 WPA DB 2 *00- ^0_ .30 .25 j0_ .25 ^45_ _s2q_ IK *05. .70 .25 *00. .70 ,25 .25 *05. .25 .50 _i25_ *00— 1.25 .50 1.13 1.00 .50 .85 1.25 .50 .75 1.25 .50 1.00 1.00 .50 1.00 .50 1.09 1.00 .50 *25. 1.25 .50 1.25 _^0. 1.13 1.00 .50 1.00 ♦50 H5- 1.00 .50 .75 1.25 .50 1.25 .50 *90- 1.25 ^0 25* P-1*9 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations GEORGIA County and City or Town source un¬ skilled laborer intermediate cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier PLUMBER HELPER sheet metal worker helper tile layer helper truck driver (over i* t0n8 ) Skilled brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- ing steel worker toofer, compo¬ sition sheet metal worker steam ritter struc¬ tural iron worker tile layer hall WPA .23 .30 ,30 ,30 .30 .30 .30 .30 .30 1.00 -85 .60 ,1.00 .90 _*25_ _*22_ 1*00 *£2_ _*2£l 1.00 1*00 _^£l GAINESVILLE DB 2 .25 .40 1*13 *75 _*75_ _*25. hancock WPA *20 _*25_ .25 _*25_ .25 _*25_ _*25_ _^25_ _*52_ *52_ _*50_ .50 *5£L .fiL _*5ql _*5q. _*50_ .50 _*5c_ _*5£l _*50_ .50 P.N.S. pb 2 .30 .45 ^45, .40 .45 .40 1.13 .85 * z5 1.00 1.00 *25. 1.13 *25. >75 ^sq_ irwin WPA .20 .25 .25 .25 .25 .25 .25 .25 .25 .50 .50 ,50 .50 .50 .50 *50 _*52_ .50 .50 _*52_ _*52_ _a50_ -*50. _*52_ irwinville DB 4 .30 .50 .45 .40 .40 .40- 1.00 .75 1.00 .75 .60 1.00 1.00 1.00 .75 .75 1,00 1.25 1.00 ^45. monroe wpa .20 .25 .25 .25 .25 .25 .25 .25 .25 .50 .50 .50 .50 _*50_ .50 _*50_ .50 _*5Q_ -*50_ _*52_ _£2_ -££L ,50. _^2_ Forsyth DB 2 .30 .40 .80 1.00 *75 -*75. 1.00 _a2q_ *25. 1 .00 morgan WPA .20 .25 .25 .25 .25 .25 .25 .25 .50 .50 .50 .50 .50 .50 .50 .50 _^0_ _*50_ _££l _^e_ _a5sl _£2_ *50 P.N.S. DB 2 .30 _*45_ .45 .40 .45 .40 1.13 ♦85 .75 1*00 1*00 *75. 1*13 -*25_ _*25_ *2q_ muscogee Columbus WPA .27 .36 .36 .36 .36 .36 .36 .36 .36 1.25 *75 1.C0 1.00 _*70_ .90 _*25_ 1.25 1 .25 .90 PWA .40 _*z5_ -*s5_ .60 .40 .40 1*25 1*25 1*25 _*75_ 1.C0 i*vq i.co- 1*09 *25. 1.25 -*25_ _*s5_ _1*25_ 1.25 1.00 1.00 1.25 AFL _*60_ 1.25 1.C0 1.00 1*00- 1.00 1*25 1-25 1.25 1.25 1.00 1*25 putnam p «mi WPA .20 .25 .25 _*25_ .25 _*25_ -*25_ _*50_ _*50_ *50 _*50_ DB 2 _*50_ _*5Q_ _*5s. Q_ -*52. .30 -»45_ *45 _*50_ _*52_ _*52_ _*5q_ _*52_ _s40 *45 *40 1.13 .85 .75 1.00 1,00 .75 1.13 _*75_ -*2£L _*5c_ richmond WPA _*22_ .40 _l4£- _^q_ *4q_ *40_ .40 _*4£_ *4^. 1.13 *25. 1.0q *25_ *2Q_ .75 _*25. .75 1.00 1*13 -*2£l _*2Q_ .J 85. *25. 1.13 1.25 1.00 Augusta, pb 4 *40 _*45_ ,40 *50. 1*12_ ^25- *75_ *75. 1.00 1*13 1.00 —*25_ .75 1.25 SSL. .40 _*40_ *50, 1*13 -*85. *25. *25. 1.00 1.00 *25. 1.13 1-13 *85 1.25 1.25 1.25 Taliafero WPA .20 .*25. .25 .25 _*25_ *25 ,.S *25. .50 _*50_ .50 -*50, -*55. _*52_ .50 -*52- .*55. _*52_ -*50- _^2_ _*52_ .90 .50 PNS, OB 2 .30 .45 *45 .40 *45 .40 1.13 .85 .75 1.00 1.00 .75 1.13 .75 .75 Walker WPA .20 .25 .25 .25 .25 .25 .25 .25 .25 .50 .50 .50 .50 ,50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 Chickamauga (NearI db 3 *3Q_ .75 _*4£. *75 WILKES Washington WPA .20 ,25 _s25_ .25 .25 .25 .25 .25 .25 .50 DB 2 *32_ _*50_ *50 *50 .50 .50 *50 .50 _^0_ _*52_ -*50_ _*52_ _*5Q_ _*5q_ _^52_ .50 *50. .60 1*13 i.QQ 1.pc 1.13 _*35_ 1.00 1*25 1.25 _£Q_ HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations E=m County and City or Town source un¬ skilled intermediate SK illeo laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier 'lumber helper sheet metal worker helper tile layer helper truck driver (over It tons) brick¬ layer carpen¬ ter cement ■ fin¬ isher elec¬ trician engi¬ neer, hoist- ins lather, metal painter plas¬ terer plumb¬ er rein— ford¬ ing steel worker ioofcr, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer Ada wpa .44 _ .50 .. .50 — mm mm .50 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 a. «. p.n.t. pwa - - - - - - 1.25 1,00 1.25 1.00 • uoo — - boise ob 4 .50 — — .60 .63' .50 - _ • 63® 1.25' i.001 i.oo1 1.00 i.i31 .90 1.251 1.00 .90' i.oo1 i.oo1 i.oo1 — c .50- mm _ .63 mm 1.25 1.00 1.00 1.00 _ 1.13 .90- 1.25 1.00 .70- .75 uoo 1.00 1.00 .75 1.20 .75 Bannock wpa .44 .50 .50 mm .50 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 pocatello db 1 .75 mm .88 1.00 _ . 63— 1.50 1.20 1.38 1.13 1.13 1.13 1.50 mm 1.20 1.00 1.13 1.25 .85 pwa .75 _ 1.00 mm .63- 1.50 1.20 1.38 1.13 1.13 i.ra 1.20 — 1.13 1.20 1.25 .85 Blaine wpa .40 .45 .45 e— .45 .55 ,55 .55 ,55 ,55 ,55 ,55 ,55 ,55 ,55 -55 «* m m Ketchum (Near) db 2 .55 o co • _ — — — .65 .90 .75- .90 _ 1.13 .90 Boise wpa .40 - .45 - .45 - • - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 • • - m Lowman ob 2 _ .75 .85 _ _ a. — .65 .90 .90 _ .75- .. .. _ .. .90 _ .95 m .90 Bonner wpa .40 _ .45 — .45 — mm - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 mm _ _ • Priest River (near) db 1 .55 .65 — — - mm • .70 — .80 .90 .80- _ •90 — — .90 mm — .95 — .95 Sand Point (near) db 1 .55 .65 _ m mm mm — .55 — •80 .90 _ .80- _ .90 _ _ .90 m mm _ .95 _ .95 Bonneville wpa .44 — .50 _ .50 mm — .50 .63 •63 .63 .63 •63 .63 .63 .63 ,63 .63 .63 mm _ _ m Ioaho Falls db 1 ,55 .75 _ .75 mm mm mm _ 1.25 1.00 1.25 1.13 • 1.00 1.00 1.50 _ 1,00 1.00 uoo mm 1.00 mm Canyon wpa .44 — .50 .50 — mm .50 .63 .63 _»f3 .63 .63 .63 .63 .63 .63 .63 .63 mm m m. Caldwell db 3 .50 _ .75 .75- .90 1.20 _ _ .90 „ mm .90 Cassia wpa .40 - .45 - .45 - - mm .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 — _ _ m Burley db 1 .50 - .63 • - — — mm .55 1.13 1.00 .88 .75 •75 - 1.13 . .75 .75 .75 mm 1.25 - Clark wpa .40 _ .45 _ .45 — mm .45 •55 ,55 .55 .55 .55 .55 .55 .55 .55 .55 .55 •• _ - m Dubois db 3 .55 — •75 i — .75 — • mm .60 1.50 ' 1.00 1.25 1.13 _ 1.00 1.00 _ 1.00 UOO 1.00 - mm HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations ioaho P—148 County and City or Town source un¬ skilled intermediate SKilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer. hoist- ins lather metal painter plas¬ terer plumb¬ er rein— foro— ins steel worker ioofer, compo¬ sition 8meet metal worker 8tcam fitter •trvo- tural iron worker tile layer Elmore •pa .40 - .45 - .45 - - - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 - mm - mm p*n.s.¬ ob 2 .50 .65 - — - - - - .75- — .90 1.20 — - _ _ .90 .90 Franklin •pa »40 - .45 - .45 - - - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 _ «a Preston ob 3 .45 - .75 - .90 mm - - .85 1.50 1.25 1.20 1.20 1.20 1.50 1.20 1.13 1.20 1.20 u2q 1.25 1.25 Fremont •pa .40 - .45 - .45 - - - .45 .55 .55 .55 .55 ,55 .55 .55 .55 .55 .55 .55 _ mm mm Ashton (Near) db 1 - .55 .90 — _ — - .65 — 1.00 i. 10 .70- mm .. mm .95 mm mm l.oo 1.00 gem •pa .40 mm .45 _ .45 _ _ _ .45 .55 id m . .55 .55 .55 .55 .55 .55 .55 .55 .55 •» __ Emmett db 3 .50 .652 .75 .65 _ _ .75- .. .90 1.20 mm .90 mm .90 Idaho wpa .40 _ .45 _ .45 _ _ .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 MB mm Elk City db 1 .55 -55 _ .65 .90 .90 mm .80 mm .90 nez Perce •pa .44 - .50 - .50 - - - .50 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 mm — mm P.N.s. ob 3 .58 — .75- .75 - .75 .75 .75 .63 1.25 1.20 1.00 1.20 .88 1.20 1,00 1.25 i.z) .75 1.00 uoo 1.20 1.13 1.20 .90 Owyhee •pa .40 - .45 - .45 - - - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 - — _ homedale (near) ob 2 .50 .65 .75 .50 - - mm - .75- — 1.00 1.20 1.00 _ _ .90 _ •90 .85 •85 (.00 as .90 Payette •pa .40 - .45 - .45 - - - .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 — mm New Plymouth (near) ob 4 .50 .65 — - - - - - .75- .90 1.20 - — - _ _ .90 mm mm .90 Twin Falls •pa .44 - .50 — .50 _ - - .50 .63 .63 .63 .63 .63 .63 .63 .63 .63 • 63 .63 mm m Twin Falls db 1 .50 - .55 — - .50 - - - _ 1.00 - - - 1.00 1.00 1.25 1.00 _ «• mm mm mm Valley •pa <■•40 mm .45 — .45 _ _ .45 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 .55 . mm mcCall (Near) ob 1 .55 .55 .85 _ _ — .65 .90 .90 .80- .90 Ml a. .95 a. .95 28. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations illinois e=m County and City or Town source un- yciLLEO i ntermedi ate sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- tr1 ci an helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over l± T0N8) brick¬ layer carpen¬ ter cement • fin¬ isher elec¬ trician cnoi- nelft p h0i3t- i HQ lather metal painter PLAS¬ TERER PLUMB¬ ER rein— roro— IN«I STEEL WORKER IOOFER, COMPO¬ SITION SHEET METAL WORKER STEAM riTTCR STRUC¬ TURAL IRON WORKER TILE layer Adams WPA .50- .60 .60 .60 .63 .60 .60 .60 .50 1.25 1.00 1.00 1.00 - 1.25 1,00 1.38 1.00 1.00 1.00 .80 1.00 1.00 - .60 Quincy OB 3 .50 - - — — .75^/ - • 75i/ .65 1.25 1,00 1.00 1.13 1.35 — 1.00 1.38^ 1.20 1.13 1.00 1.00 1.20 1.50v 1.382/ PiA .50 - - - .70 - - - .50- 1.25 1.00 - 1.00 1.38- 1.25 1.00 1.38 1.00 1.38 - .90 1.00 1.38 - .70 1.50 AFL .50 - - - .70 — — — — — 1.00 — 1.00 — 1.25 1.00 1.38 1.00 — — _ 1.00 — — Alexander WPA .31- .35 .35- .35 .35 .35 .35 .35 .35 .63 .63 .63 .63- — — .63 .63 .63 — .63 .63 .63 — •63 .35 .50 .85 Mississippi River OB 2 .60 - .65^ - - - - - .65 — 1.105/ i.ioS/ *» a»- a. a. .654/ 1.io4/ Roonf WPA .40 .50 .45 .50 .50 .50 .50 .50 .50 .75 .65 .65 1.25 .65 .75 , Belvidere DB 2 .75 — .75 .75 1.25 1.00 1.00 1.00 m, .88 1.00 brown i pa .31 id m « .35 .35 .35 .35 .35 .35 .35 a» .43 .43 a». MM mm ^a mB - ut. sterling OB 4 .55 .75 .75 .70 .75 .75 .60 1.38 1.00 1.20 1.25 1.25 1.00 1.25 1.25 1.38 1.25 1.00 1.25 1.50 1.38 Bureau WPAa/ .40 .50 .50 .50 .50 .50 .50 .50 .50 .75 .75 .75 1.00 1.00 .63 1.00 .75 _ .75 «■> .75 princfton DB 4 .50 .60 .75 1.25 1.00 1.00 1.00 mm 1.00 1.25 1.10 a. 1.00 1.10 Calhoun WPA .31 .40 .35 .35 .35 .35 .35 .35 .35 .50 .43 .43 .50 .43 .43 .50 — mississippi river DB 1 .50 - - .70 - - - .65 — 1.20 1.20 1.20 1.20 — 1.25 — 1.20 1.10 — 1.20 1.20 1.25 carroll WPA .40 .50 .50 .50 .50 .50 .50 .50 .50 _ .80 .60 _ mm .80 — __ -- P.N.s. os 1 .50 _ 1.00 1.00 1.25 1*00 Champaign wpa^ .40 .45 .45 .45 .45 .45 .45 .45 .45 1.00 .55 .55 .75 _ mm .55 .80 .80 mm mm aa .80 mm mm Champaign WPA .58- .85 1.00 .85 .85 ,e5 in 00 • .85 .70 1.50 1.25 1.25 1.25 1.25 1.25 1.13 1.50 1.38 mm 1.25 1.25 1.38 1.25 mm .70 OB 2 .70 - — — — — — — _ _ 1.25 1.50 —, 9mt , pwa .70 - - - .85 — - .85 .70 1.50 1.25 1.25 1.25 1.25 1.25 1.25 1.50 1.38 1.25 1.25 1.25 1.38 1.25 1.50 AFL .70 - - - .85 — - .85 .70 1.50 1.25 1.25 1.25 1.25 1.25 1.25 1.50 1.38 1.25 1.25 1.25 1.38 1.25 1.50 Chanute Field DB 4 .70 — 1.00 — _ _ _ _ .70 __ 1.25 1.25 1.10- 1.38 1.38 1.25 1.50 Urbana pwa .70 — _ _■ .e5 _ .85 .70 1.50 1.25 1.25 1.25 1.25 1.25 1.25 1.50 1.38 1.25 1.25 1.25 1.38 1.25 1.50 AFL .70 — _ .85 .70 1.50 1.25 1.25 1.25 1.25 1.25 1.25 1.50 1.38 1.25 1.25 1*25 1 *38 1*25 1*50 Christian wpa .03 ,03 .03 .63 .63 .63 .63 .63 1.25 1.00 .75 1.00 1.00 1.00 1.25 .75 1.25 .63 taylorville pwa .75 _ _ _ 1 .25 1.00 1.25 1 -25- 1.15 1.25 1.50 1 -40 1 a50 1.38 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1928 Selected Occupations P—148 County and City or Town source UN¬ SKILLED intermediate SK illed laborer cement finish- em helfer con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer , hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— roro- ing steel worker hooter# compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer ccok wpa .50- 1.03 1.03 1.03 1.03 1.03 1.03 1.13 1.00 1.70 1.63 1.63 1.70 1.63 1.70 1.67 1.70 1.70 — 1.75 1.70 1.70 1.70 1.63 1.03 calumet db 3 .50 — .80 — _ .60 — .75 .75 1.25 .85 .85 .90 1.25 .75 1.25 1.00 .80 .85 .85 1.00 1.38 1.25 chicago wpa .50 1.03 1.03 .95 1.03 1.03 1.03 1.13 1.00- 1.70 1.63 1.63 1.70 1.63 1.70 1.67 1.70 1.70 1.75 1.70 1.70 1.70 1.63 1.25 db 3 1.03 — — .57- 1.43 .30- .40- 1.13 .75^ 1.70 1.63 1.63 1.70 1.70 1.70 1.67 1.70 1.70 1 .70!=/ 1.75 1,70 1.70 1,70 1,63 1.14 1.00 .80 .eo pwa 1.03 - — — 1.03 _ — 1.13 — 1.70 1.63 1.63 1.70 1.70 1.70 1.67 1.70 1.70 1.70 1.75 1.70 1.70 1.70 1.63 AFL 1.03 — — — 1.03 _ _ 1.13 "" 1.70 1.63 1.63 1.70 1.70 1.70 1.66 1.70 1.70 1.75 1.70 1.70 1.70 1.63 C 1.03 — — _ 1.03 — _ 1.70 1.63 1.63 1.70 1.94 1.70 1.67 1.70 1.70 1.75 1.70 1.70 1.70 1.63 Chicago Heights db 2 1.03 — — _ .40- 1.67 1.70 . 1.75 .80 South Chicago db 4 1.03 _ _ .40- 1.63 . 1.67 1.76 1.70 mm u .80 de kalb wpa .45- .50— .50 .50- .50- .60- .50- .50- .50— 1.13 1.00 1 .00- .76- .75 1.13 i .on 1 ,26 ,76- 1 .op 1.00 .50 .55 .55 .55 .55 .55 .55 -52 1.13 1.00 1,96 p.n.s. pwa .75 .75 1.75 1 .00 1.75 1.00 1 ,25— 1 .50 1.00 1 ,25 1,76 1 .63 1,96 1 .no 1 ,96 1 ,63 1 1.50 p.n.s. AFL .90 — — — 1.00 — _ 1.13 1.00 1.50 1.25 1.50 1.43 1.50 1.50 1.25 1.63 1.38 1.63 1.10 1.25 1.38 1.63 1.63 du page I pa .45 1.00 1.00 1.00 1.00 1.00 1.00 fi.oo 1.00 1.50 1.50 1.50 1.50 — 1.50 1.25 1.50 1.50 1.50 1.50 1.38 1.50 _ p.n.s. pf A 1.00 - - — — — — — — 1.70 1.63 1.63 1.70 _ 1.70 1.50 1.70 1.70 1.70 1.63 1.70 1.70 1.70 AFL 1.00 - — 1.00 _ _ 1.70 1.63 1.63 1.70 1 .85 1.70 1.50 1.70 1 .70 1.70 1.63 1.70 1.70 1.70 _ Franklin Benton 1 pa .50- .75 .75 .75 .75 .75 .75 .75 .60 1.50 1.00 1.00 1.25 .98 1.00 «■» .75 pwa .75 — — — .75 .75 1.00 .. 1 .75 1.26- 1 .00 1.60 1.38 1 .38 1.38 AFL .75 — — — .75 1.50 1.00 1.25 1.00 1.50 1.38 1.00 mm 1.38 m Fulton wpa .50- .60 .60 .55 .60 .60 .60 .60 .65 1 .00 .80 .RO .80 .75 1 Too 1 ,00 1 ,00 p.n.s. db 4 .60 — .65^ _ . .70- _ .85?/ .652/ ,732/ _ .90 hamilton wpa .31 .35 .35 .35 .35 .35 .36 .35 .35 .61 .61 .61 .61 .61 ,61 .61 .61 ,61 ,61 ,61 ,61 mcleansboro db 2 .50 — .60 .60 .60 .75 .50 1.50 .75 .75 1 .no . 76 ,75 1 .on 1 .on .75 .75 ,75 ,75 1,70 1 ,90 29. ILLINOIS 90. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Illinois County and City or Town source UN¬ SKILLED intermed1 ate sk illed laborer cement finish¬ er helper coup- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painted plas¬ terer plumb¬ er rein— roRo— ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer HANCOCK "PA .31 .35 .35 .35 .35 .35 .35 .35 .35 — .50 .50 _ . _ _ HAMILTON 03 2 .50 — .70 .75 .70 .70 _ .75 .55 1.25 1.00 1.00 1.25 1 .25 1.00 1.38 1.25 1 .00 1 -oo 1 .25 1 .50 1 .38 MISSISSIPPI RIVER DB 1 .50 - — _ _ 1 .00 1.20 1.20 1 .00 Henderson SPA .31 .35 — .35 .35 .35 .35 .35 .35 .60 .60 .60 mm _ MISSISSIPPI RIVER DB 1 .50 — - _ _ ... 1 .co 1.20 1.20 mm 1 .oo henry spa y .40 .50 .50 .50 .60 .60 .50 .50 .50 1.25 1.00 .75 .85 .. .75 1.25 1 .10 1 .00 1 .25 1 .00 P.N.S. DB 4 .50 - — — mm .65 1.00 1.00 1.25 kewanee tPA .50 .50 .50 .50 .60 .60 .50 .50 .60 1.25 1.00 .75 .85 1.00 1 .25 1 .10 1 .00 1 .25 1 .00 PWA .65 — _ .75 .75 .75 1.25 1.00 1.00 1 .co 1.25 1.00 1 .50 1 .25 1 .10 1 -38 1 rno 1 .10 1 tm 1 .38 1 -25 JACKSON WPA°/ .50- .75 .75 .75 .75 .75 .75 .75 .50 — 1.00 1.25 .60 .65 Mississippi River DB 4 .60 — .65 — _ _ .65 _ 1.10 1.10 _ __ .65 1 .10 murfhysboro WPA .50- .75 .75 .75 .75 .75 .75 .75 .50 1.25 1.00 1.25 1.50 .60 .90 1 .25 .75 .65 PWA *.65 _ _ .85 — _, 1.25 1 .00 1 .25 1.25 1 .25- 1.25 -or 1 .25 1 .25 1 .75 1 -25 1 -75 1 .38 AFL .65 - - — .85 — — — * - / 1.25 1 ,00 1.25 1.25 1.25 .98 1 .25 1 .25 1.00 1.25 jasper WPA .31 .35 .35 .35 .35 .35 .35 .35 .35 .61 .61 .61 .61 .61 .61 .61 .61 .61 .61 .61 newton DB 2 .40 - .75 — .50 _ _ _ ."0 1.25 .75 .80 .75 .80 .75 1.00 1 .00 .50 .75 1 .25 1 .00 1 .25 jefferson MT. vernon ©PA .50 .50 .60 .50 .50 .50 .50 .50 .50 1.00 .75 .75 1 .20 .75 .88 1 .00 .75 1 .00 1 -oo 1 .00 pwa .50 .60 .75 1.50 .75 .75 1 .25 1.25- .88 1 .75 1 .75 1 .38 jo Daviess SPA .35 mm .50 .60 .75 .70 .55 .60 .fiO P.N.S. DB 1 .50 — _ 1 .00 1 .00 1 .25 1 .00 kane •pa .45 .85- .00- .85— .85- .85- .85- .85- 1 .on 1 -so 1 .25 1 -50 1 25 1 oo- 1 ^0 1 ."3ft 1 PR 1 25 1 38 1 «3 .00 .05 .00 .00 .00 .oo -qo 1 1*3 P.M.S. AFL .90 1.13 _ 1.63 1.25 1.50 1.43 1.50 1.25 1 .25 1.50 1.38 mm 1.25 1.25 1.63 1.63 Kankakee Kankakee WPA .50 .55 .55 .55 .55 .55 .55 .55 .55 .65 .ec _ .65 _ PWA .78 — — — .83 .93 .90- 1.50 1 .25 1.50 1.25 1.55 1.65 1 .25 1.50 1.38 1 .44 1 .00 1 .25 1 .38 1 .44 1 .15 1.10 AFL .78 - - - .83 - - .93 1 .50 1.25 1.50 1.25 1.55 1.65 1.25 it5 t .70 1 .70 1.7*; 1 r70 1 ,70 1 ,70 1 ,75 la salle wpa .50- .65- .65- .65- .65- .65- .65- .65- .50- 1.00- 1.25- 1.25- 1.00- 1.25 — 1.00 _ .85- 1.25 1.00 1.25 1.38- .88 .88 I.00 .88 .89 .8e .88 .88 .68 1.50 1.35 1.50 1.25 1.25 1.63 La Salle PWA .83 - - - .88 - - .88 .70 1 .50 1.25 .88 1.25 1.25- 1.38 1.C0 1.50 1.25 1.63 1.25 1.20 1.25 1.63 - 1.38 AFL - - - - .88 - - .88 - - 1.25 - 1.25 - 1.38 1.00 — 1.25 1.63 1.25 1.20 1.25 1.63 • marseilles 03 2 .88 - - - - - - - — 1.50 1.25 1.50 — — — 1.00- — _ — 1.25 — — — — 1.25 ottawa PWA .89 - - - .88 - - 1.13 .70 1.50 1.25 1.50 1.25 1.40 1.25 1.25 1.50 1.25 1.63 1.25 1.25 1.25 1.63 1 *63 AFL .88 - - — .88 - - 1.13 — 1.50 1.25 1.50 1.38 1.40 1.25 1.25 1.50 1.25 — 1.25 1.25 1.25 _ 1.63 peru PWA .88 - - - .88 — - .88 .70 1.50 1.25 .88 1.25 1.25- 1.38 1.00 1.50 1.25 1.63 1.25 1.20 1.25 1.63 * 1.38 AFL - — — — CD co • _ — .88 _ 1.25 1.25 1.38 1.00 1.25 1.63 1.25 1.20 1.25 1.63 _ streator PWA .95 - - - — — — 1.00 .65- 1.50 1.25 1.38 1.25 1.25- 1.38 1.13 1.38 1.25 1.63 1.25 1,25 1.25 1.63 1.50 .95 1.38 lee WPA .40 .60 .60 .60 .60 .60 .60 .60 .50 1.25 1.00 1.00 1.25 „„ — .70 1.25 — 1 .00 1.25 1.25 0ixon PWA .65 - - - - - - .75 1.25 1.00 1.25 1.25 1.00- _ 1.00 1.25 1.25 — 1.15 1.25 — 1.25 Livingston wpaL/ .40 .45 .45 .45 .45 .45 .45 .45 .45 — .50 .50 — - — -.50 _ .50 — — - — - - fAIRBURY 03 2 .58 - 1.00 - .85 - - .85 - 1.50 1.25 1.25 1.25 — 1.25 1.13 1.50 1.38 1.25 1.25 1.25 1.38 1.25 1.50 mclean WPA .45- .75 .90 .75 .75 .75 .75 .75 .68 1.50 1.13 1.00 1,00 .. 1 .10 1.38 1.25 .75 — — — - - .65 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Illinois p-148 County and City or Town source UN¬ SKILLED intermed1 ate sk 1 lleo laborer cement r1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over H tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— roro- 1 no 8teel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Bloomington PWA .90 - - - - - - - - 1.50 1.25 1.25 1.25 1.25- 1.50 1.25 1.50 1.38 - - - 1.38 1 .38 - 1.38 C .85 - - - 1.10 - - - - 1.63 1.38 1.38 - 1.50 1.38 1.25 1.50 - - - - - 1.50 - macon decatur 'UFA .50- .75 .65 .75 .75 .75 .75 .75 .65 1 .50 1.00 1 .00 1.00 1.25 .90 1 .00 1.25 1.20 1.00 .75 .75 1.20 1.25 - .65 PWA .80 - - - 1.05 - - .90 .65 1.50 1.20 1.25 1.40 1.50 1.50 1.0C 1.63 1.25 1.50 .85 1.00 1.25 1.50 1.25 AFL .80 - - - 1.05 - - - 1.50 1.20 1.25 1.00 1.50 1.25 1.00 1.63 1.25 - 1.00 1.25 1.25 1.50 1.50 C .80 - - - 1 .05 - - - 1.50 1.20 1.20 1.0C 1.35- 1.75 1.00 1.63 1.25 - .85 1.00 1.25 1.25 1.50 1.50 madison alton *rA .50- .90 1.30 .90 .90 .90 .90 .90 .90 1.75 1.25 1.50 - 1.50 _ 1.25 - - - - - - - - .90 DB 2 .90 — 1.35 — 1 .35 — — — .90 1.75 — - — 1.65- _ — — - — — 1.25 - - - 1 .80 PWA .90 _ _ _ 1 .35 _ _ _ .90 1.75 1.25 1 .25 1.50 1.38- _ 1.25 1.88 1.50 1.75 1.38 1.25 1.50 1.75 1.75 1 .50 AFL .90 — — — 1.35 — - — .90 1.75 1.25 1.63 1.50 1.63 — 1.25 1.88 1.50 1.75 1.38 1.25 1.50 1.75 1.75 marion WPA Centralia WPA .53- .73 .73 . .73 .73 .73 .73 .73 .63 1 .50 1.00 1.25 _ _ 1.00 — _ — — — — — - .73 pwa .80 _ .80 _ _ .70 1.50 1.00 1.50 1.25 1.25- 1.25 1 .25 1.50 1.25 1.75 1.00 1.50 1.25 1.75 — 1.38 AFL .80 _ .80 _ _ — .70 1 .50 1.00 1.05 1.25 1.25 1 .25 1 .25 1.25 1.00 1.50 1.25 - — massac WPA .31 .35 .35 .35 .35 .35 .35 .35 .35 .63 .63 .63 .63 - - .63 .63 .63 - - .63 .63 - - 6rookport (near) OB 1 .40 - .75 - - - - - - - .75 .80 1.00 - — .75 1.00 1 .00 — .75 1.C0 - 1.25 - metropolis DB 4 .40 - .50 - .59 .50 - - - 1 .25 .75 .80 - - 1.CC .75 1 .00 1 .00 - .75 1.00 1 .00 - - f/ercer WPA .35 .45 .45 .45 .45 .45 .45 .45 .35 — .60 .60 .60 — — .60 — .60 _ — — — .60 - nev rostcn DC 3 .50 _ _ .65 1.25 1.00 1 .CO 1.30 1 .10 1.00 1.20 1.13 1 .00 1 .CO 1.20 — — monroe WPA .44- .75 .75 .75 .75 -7C .75 .75 .50 _ 1 .00 1.00 1 .00 _ _ _ — — .ec mississippi river DB 3 .60 .65 .65 _ 1.10 1.10 _ .05 _ _ — •! .10 — ogle WPA U .31 .40 .40 .40 .40 .40 .40 .40 .^0 .75 .60 .60 — — - .50 - - - -- - - - - HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Illinois P—148 County and City or Town UN¬ SKILLED Intermediate sk illed source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier ^lumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro— ing steel •orker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Ogle (continued) oregon DB 3 .60 - .75 - .75 — — — .75 1.25 1.00 1.00 1.00 — 1.25 1.00 1.25 1.25 1.38 .90 1.25 1.25 1.38 1.50 peoria 1PA .50- .83 1.00 .83 .83 .83 .83 .83 .80 1.63 1.38 1.38 — 1.50 — 1.13 — 1.25 - 1.25 - - 1.38 1.50 .83 peoria OB 3 .83 - 1.00 •88 .83^/ - - - - 1.63 1.38 1.38 1.38 1.38- 1.50 1.13 1.63 1.38 1.38 1.25 1.38 - 1.38 - 1.50 P»A .83 — — — .83 - - 1.10 .80- 1.63 1.38 1.38 1.38 1.38- 1.38 1.13 1.63 1.38 1.38 1.25 1.38 1.38 1.38 1.50 1.00 1.50 AFL .83 _ _ — .83 - - .80 - 1.63 1.38 1.38 1.38 1.38- 1.38 1.13 1.63 1.38 1.38 1.25 1.38 1.38 1.38 1.50 1.50 c .83 _ — .83 — — - - 1.63 1.38 1.38 1.38 1.38 1.50 1.13 1.63 1.38 - 1.38 1.38 1.38 1.38 1.50 puce •pa .31 .35 .35 .35 .35 .35 .35 .35 .35 .50 .50 .50 - - - .50 - .50 - - - - - - mississippi river or 1 .50 .65— .70 _ .65 — 1.20 1.20 1.20 1.20 - 1.25 - 1 .20 1.10 — 1.20 1.20 1f25 - 1.20 randolph •PA .50- .75 .50- .75 .75 .75 .75 .75 • 60— .75- .75- .75- - - - .60- - - - - - - - - .75 .75 .80 1.25 1.00 1.25 1.00 Chester OB 1 .65 — .75 — .75 - — - .75 - - - - - - 1.00 - - - - - - - - Mississippi River OB 4 .60 .65 — — • — — .65 - 1.10 1.10 - - - - - - .65 - - - 1.10 - rock island tPA .50- .65 1.20 .65 .90 .65 .65 .65 .70 1.50 1.20 1.20 1 .30 - - 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 — .65 Mississippi River DB 3 .50 1.20 mm — — — — .55 - 1.20 1.00 - 1.20 - - - - 1.00 - - - - - £a?t moline PWA .65 _ _ mm — — — .90* .65- 1.50 1.20 1.20 1.30 1.25- 1 .50 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 .70 1.50 mol1ne P»A .65 _ _ mm — — — .90 .65- 1.50 1.20 1.20 1.30 1.25- 1.50 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 .70 1.50 AFL .65 .65 _ .90 _ 1.50 1.20 1.20 1.30 1.20 1.50 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 C .65 .65 — _ 1.50 1.20 1.20 1.30 1.20 1.50 1.15 1.50 1.38 - 1.25 1.18 1.38 1.30 1.25 rock islano PWA .65 _ _ — — — .90 .65— 1.50 1.20 1.20 1.30 1.25- 1.50 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 .70 1.50 afl .65 .65 _ .90 — 1.50 1.20 1.20 1.30 1.20 1.50 1.15 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 C .65 mm .65 — — — 1.50 1.20 1.20 1.30 1.20 1.50 1.15 1.50 1.38 - 1.25 1.18 1.38 1.30 1.25 Belleville •PA .75 .83 1.00 .83 .83 .83 .83 .83 .75 _ 1.50 1.50 - - - 1.00 - - - - - - — or 3 .90 1.25 .85 _ 1.75 — 1.63 — - - 1.00 - 1.50 - - - — 1.75^ 1.50 pma .00 wm 1.25 .85 1.50 1.75 1.50 1.50 1.50 1.63 1.10 1.88 1.50 1.75 1.25 1.13 1.50 1.75 1.50 AFL too - - - 1.15 - - 1.25 .85 1.50 1.50 1.50 1.50 1.50 1.63 1.10 1.88 1.50 1.48 1.25 1.13 1.50 1.48 1.65 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations p-148 County and City or Town source un¬ skilled intermedi ate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement • fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam FITTER STRUC¬ TURAL IRON WORKER TILE LAYER st. clair (continued) ea8t st. louis •pa .50- 1.00 1.00 1.00 1.25 1.00 .75 1.00 .83 1.75 1.75 1.50 1.65 — — 1.50 — 1.75 _ 1.50 _ 1.75 _ 1.00 p»a 1.00 - - - - - - .85 .95 1.75 1.75 1.63 1.65 1 .60— 1.63 1.50 1.88 1.75 1.75 1.38 1.50 1.75 1.75 1.50 1.80 ■ afl 1.00 - - - 1.25 - - .85 .95 1.75 1.75 1.50 1.65 1.60- 1.63 1.50 1.88 1.75 1.75 1.38 1.50 1.75 1.75 1.50 1.80 c .88 - - - 1.00 - - - — 1.50 1.50 1.58 1.50 1.50- 1.63 1.50 1.75 1.63 — 1.38 1.50 1.63 1.75 1.50 2.00 scott flelo •pa .75 .83 .83 .83 1.00 .90 .83 .83 .83 1.50 1.25 1.50 1.65 1.00 1.88 1.50 _|M 1.13 1.50 1.75 ob 3 .90 _ _ 1.25 _ .85 .95 1.75 1.50 1 .63 1 .65 1.60 1 .63 1.00 1.88 1.50 1.75 1.13 1.50 1 .75 1.50 saline •pa .50- .75 .75 .75 .75 .75 .75 .75 .60 1.25 1.00 1.25 1.25 .98 1.00 1.25 1.25 .98 1 .00 1.00 1.25 1.50 .60 HARR1SBURQ pva .50 .75 mm 1.25 1.00 1.25 1.25 1 .25- 1.25 1.00 1 .28 1.75 1.78 1.38 sangamon •pa .50- .85 .95 .85 1.00 .85 .85 .85 .75 1.63 1.38 1.25 1.40 _ 1.25 1.75 1.50 _ 1.25 1.50 1.50 — .85 sprinqfield ob 4 .85 - 1.15 — .soy - - - .80- 1.63 [1 .38 1.25 1 ,4oi/ - 1.50 1.25 1.75 - 1.502/ 1.15v 1.40 - 1.5q]/ - 1.00 p»a .85 - - - - - — 1.10 .75 1.63 1.38 1.25 1.40 1.35- 1.50 1.25 1.75 1.50 1.50 1.15 1.40 1.50 1.50 1.50 1.50 afl .85 — _ _ 1.00 — — 1.10 _ 1.63 1.38 1.25 1.40 1.35- 1.50 1.25 1.75 1.50 1.50 1.15 1.40 1.50 1.50 1.50 1.50 c .85 _ _ — 1.00 — — _ — 1.63 ft.38 1.25 1.38 1.25- 1.50 1.25 1.75 1.38 — 1.25 1.38 1.38 1.50 1.63 1.35 stephenson •pa .40 _ .50 __ — _ .50 1.00 1.00 .80 1.25 _ _ .75 1.00 1.40 _ _ — — freeport P«a .60 _ _ _ _ .70 .60- 1.25 1.00 1.00 1.00 1.00- 1.00 .83 1.25 1.25 1.38 1.00 1.00 1.25 1.38 1.25 .75 1.25 tazewell pekin vpa •50— .83 1.00 .83 .93 .83 .83 .83 .80 1.63 1.38 1.38 1.38 1.50 1.13 1.38 1.38 1.25 M _ 1.38 1.50 cn 00 • ob 3 .83 _ _ .83 _ _ 1.63 1.38 1.38 — 1.13 1.63 .. .. — 1.38 — — - pva .83 .83 _ 1.10 .80- 1.63 1 .38 1.38 1.38 1.38- 1.38 1.13 1.63 1.38 1.38 1.25 1.38 1.38 1.38 1.50 1.00 1.50 afl .83 _ .83 _ .80 1.63 1.38 1.38 1.38 1.38- 1.38 1.13 1. 63 1.38 1.38 1.25 1.25 1.38 1.38 1.50 1.50 34. ILLINOIS 35, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Illinois P—146 County and City or Town source un¬ skilled intermediate Skilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8teel worker » ioofer, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer union wpa .31 .35 .35 .35 .35 .35 .35 .35 .35 .61 .61 .61 .61 - - .61 .61 .61 - .61 - .61 .61 .61 mississippi river db 4 .60 - .65 - - - - - .65 - 1.10 1.10 - - - - - - .65 - - — 1.10 — vermilion wpa .40- .50 .50 .50 .50 .50 .50 .50 .50 1.00 •60— .60 - - - .60- - - .60 - - mm - - .50 1.25 1.25 p.n.s. pwa .70 _ — — .85 - mm .85 .70- 1.50 1.25 1.25 1.25 1.38 1.38 1.25 1.50 1.25 1.25 .88 1.00 1.25 1.25 1.50 1.10 p.n.s. afl .70 - — - .85 - - .85 - 1.50 1.25 1.25 1.25 1.38 1.38 1.25 1.50 1.25 1.25 1.00 1.00 1.25 1.25 1.50 danville wpa .50- .85 .85 .85 .85 .85 .85 .85 .85 1.50 1.25 1.25 1.25 1.38 1.38 1.25 1.50 1.25 - 1.00 1.00 1.25 1.25 - .70 db 2 .70 _ .85 .752/ - - .652/ - .70- - 1.252/ - 1.252/ - 1.382/ 1.252/ 1.502/ - - - 1.00v - 1.252/ — .802/ Whiteside wpa .35 .60 .50 .60 .60 .60 .60 .60 .40 1.00 .75 .65 1.00 - - .75 - 1.00 - - - 1.00 - - Fulton db 3 .50 - — — - - - - .65 1.25 1.00 1.00 1.20 1.25 - 1.00 - 1.20 1.13 1.00 1.00 1.20 - - mi88i88ippi river ob 3 .50 - — - - - - - - - 1.20 1.00 - 1.20 - - - - 1.00 - - - - - will wpa .45 .90 .90 .90 .90 .90 .90 .90 .90 1.63 1.50 1.50 1.50 1.50 - 1.50 1.75 1.50 - 1.50 1.50 1.50 1.50 - j9li5t db 2 .90 _ _ _ — — - — 1.00- 1.632/ 1.50 1.502/ 1.502/ - 1.50v 1.502/ 1.752/ 1.502/ 1.50 1.252/ 1.502/ - 1.502/ - 1.25 C .90 _ _ _ 1.00 — - - - 1.63 1.50 1.50 1.50 1.50 1.75 1.50 1.75 1.50 - 1.50 1.50 1.50 1.50 1.50 winnebago wpa •50— .65 .65 .65 .65 .65 .65 .65 .60 1.33 1.15 1.00 1.25 - - 1.00 1.25 1.38 1.38 .90 1.15 1.38 - - .65 rockforo pwa .75 _ _ — .90 — — .85 .75 1.33 1.15 1.00 1.25 1.25- 1.15 1.00 1.25 1.38 1.38 .95 1.15 1.38 1.38 1.00 1.38 afl .75 - - — .90 - - .85 - 1.33 1.15 1.00 1.25 1.00- 1.15 1.00 1.25 1.38 1.38 .95 1.13 1.38 1.38 1.00 1.25 c .65 _ _ .90 __ _ _ 1.33 1.15 .85 1.25 1.00 1.25 1.00 1.25 1.38 .. 1.00 1.17 1.38 1.25 1.00 a/ except hall. 0/ except carbonoale and Murphysboro. b/ Except Champaign, Cunningham, and Rantoul. e/ Except dwiqht and pontiac. c/ Except kewanee and wethersfield. f/ Except Flaqg. 36. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Indiana p-148 County and City or Town source UN¬ SKILLED intermediate SK 1 lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier ^lumber HELPER sheet metal worker helper tile LAYER HELPER truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker i00fer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Adams 1PA .40- - .50 .50 .50 O • - - .45 .88 .75 .75 .75 _ mm .65 .85 .85 _ mm .75 .85 .75 .75 .50 Decatur DB 4 .45 - .55 - .65 - mm .55 1.30 1.00 .90 _ mm 1.05 _ _ _ mm 1.00 mm 1.38 mm Allen «PA .50- .54 .75 .60 .75 .60 • 60 • 70 • CD O 1.50 1.00 1.00 1.00 1.00 1.00 1.15 1.00 1.12 _ .80 1.00 i. 10 1.25 1.25 .60 Fort Wayne PWA .60 - - — - - - • - 1.50 1. 10 1. 10 1.20 1.38- _ 1.25 1.38 1.00 _ mm mm .» 1.15 1.50 AFL .60 - - - .80 - * "" 1.50 1. 10 _ O CM • 1.00- _ 1.15 1.38 1.30 _ mm 1.00 1.30 1.38 1.30 1.25 C .60 — — - .75 _ — 1.50 .75- 1. 10 1.20 1.00 1.25 1.15 1.38 .90- .90 .75- 1.30 1.50 1.25 1.10 1.30 1.00 Cass 1PA .50- _ .60 mm .60 .55 1.20 .75 .70 .80 mm mm o r* • .70 on mm .70 .75 .60 Logansport DB 4 .50 _ .90 .75 .60 „ .75 1.50 1.00 1.25 mm .90 1.25 .70 1.15 Clark •PA .40- .50 .50 .50 .50 .45 1.25 1.00 1.00 .80 .80 1.00 1.00 1.00 1.00 .50 jeffer80nville DB 2 .50 .80 .50 .88 .65 .60 .60 1.50 1.25 1.25 1.25 1. 10- 1.38 1.00 1.38 1.38 1.32 1.00 1.00 1.38 1.50 1.25 1.25 Clay •PA .50- m. .60 .60 .70 .60 mm .55 1.25 .90 1.00 1.00 1.00 1.00 1.00 mm mm .60 Brazil pwa .70 -ho .70 1.50 I.OO 1.33 1.25 l.25_ 1.25 1. 15 1.50 1.50 1.38 afi .70 m* .80 1.50 i.OO 1.25 1. 15 1.50 fil imtdn •PA .50- _ ..60 .60 .60 .60 mm .55 1.25 .75 .70 .75 .66 1.25 1.00 mm .75 .75 _ _ mm .60 Frankfort DB 4 .50 — .90 mm . — _ •56 _ .75 1.00 _ _ _ • cd O 1.20 _ .. _ _ _ mm Delaware •PA .50- _ .60 .60 .87 .60 .55 1.50 1.00 1.00 1.00 .80 _ 1.00 1.00 1.00 mm .90 1.00 1.00 1.00 1.25 .60 Nuncie DB 3 .50 — mm .50 mm 1.15 1.00 mm mm mm mm mm m„ mm 1.55 «• PWA .55 mm .80 .60 1.50 1.15 1.00 1.00 1.45 1.38 1.00 1.50 1.00 mm .90 1.00 1.00 1.55 1.38 37. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Indiana Ito County and City or Town source un- ski lled 1 ntermed1 ate Sk 1 lled laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier ^lumber helper 6heet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam rittcr struc¬ tural iron worker tile layer Elkhart 1pa .50 .60 .60 .60 .60 .60 - - .53 1.37 o 00 • 1.37 .75 - .80 1.00 1.37 ,90 - .80 - - .75 - p.n.s. pia .75 _ _ .90 _ _ .50- 1.39 1.00 1.00 .75- - 1.00 1.38 1.00 mm 1.15 1.13 1.00 1.50 - .75 1.00 Goshen db 2 .60 _ 1.00 _ .75 _ _ _ .65 1.38 1.00 1.25 1.10 — 1.50 i.oo1 1.50' - mm i.i?1 1 — 131 — 1,50' - Greene ■pa .50 .60 .60 .60 .60 .60 - - .52 1.25 •96 1.00 1.00 - - .90 1.25 1.25 - 1.00 - 1.25 - - Bloom meld db 2 .60 — - - - .63 - .80 .70 1.50 1.00 i. 10 1.00 - 1.25 1.00 1.25 1.25 1.30 1.00 1.28 1.25 1.55 1.25 Jackson ■pa .40 mm — .50 — .50 - "" .45 1.25 .70 .70 1.00 mm mm .70 1.00 1.00 - - .75 1.00 .60 1.00 Seymour db 2 .40 — .50 .50 - .50 - .50 1.25 1.00 1.25 1.00 - 1.25 1.00 1.25 1.00 1.00 .75 1.00 1.00 - - Jay ■pa .40- _ .50 .50 .50 .50 _ — .45 1.25 .75 .75 .75 — _ .60 .75 .70 — .75 .75 .75 .75 ».25 .50 Portland db 4 .50 _ .90 1.00 _ — - .65- - 1.00 1.00 - — - i.oq — 1.00 — - 1.00 - — — .75 Knox ■pa .50 .75 .55 .60 .60 .60 mm .55 1.25 1.00 1.00 1.00 — _ 1.00 1.00 1.00 •80 1.00 1.00 «. _ p.n.s. api .70 t70 1.25 1. 00 1.00 1.00 1.25- 1.22 1.00 1 -25 1.00 *• 1.00 lTSO 1.25 1.25 1.50 vimcennes db 2 .50 _ •55 1.00 1.00 _ — a— a. mm — 1.00 _ pia .60 11 .70 mm .70 1.25 1.00 1.00 1.00 .85 1.25 1.00 1.25 iToo 1.00 laflo 1.25 1.25 1.25 Lake ■pa .50- .95 .85 .85 1. 10 .05 .70 1.50 1.50 1.50 1.70 1.37 1.50 1.50 1.50 1.50 1.25 1.50 1.38 1.62 1.50 Gary db 3 .95 — _ . _ _ _ - — — - 1,50 1.50 - - - 1.50 1.631 - - - - — - - pwa .95 _ _ .90 _ _ 1.15 .80- 1.50 1.50 1.50 1.70 1.50 1.50 1.50 1.63 1.50 • 1,25 1.50 1.50 1.63 1.50 .90 afl .95 _ __ .90 _ — 1.15 — 1.50 1.50 1.50 1,70 1.50 1.50 1.50 1.63 1.50 — 1.25 1.50 1.50 1.6? 1,50 C .95 .95 _ _ 1.50 1.50 1.50 1.70 1.50- 1.50 1.50 1.63 1.50 _ 1.25 1.50 1.50 1.63 1.50 1.63 Hammond C .95 .95 _ _ _ _ 1.50 1.50 1.50 1,50 1,50- 1,50 1.50 1.75 1.50 _ 1.50 1.50 1.50 1.63 1.70 La Paste ■pa .50 .60 .60 .60 .60 .60 _ _ .53 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.20 _ michiaan City db 3 .65 — .75 - - - - 1.15 — - - 1.00 - - - - madi80n ■pa .50- .53 .60 .60 .70 .60 - - .55 1.25 1.15 .75 1.00 - - .75 1.00 1.00 .75 ,80 1.00 1,00 1.25 .60 p.N.s. pwa .55 - - - .75 - - .90 .65 1.50 1.15 1.25 1. 10 1.45 1.39 1.10 1.38 1.00 ~ 1.15 1.33 1.00 1.55 1.50 afl .55 - - - .75 - - .90 - 1.50 1. 15 1.25 i. 10 1.45 1.38 i. 10 1.38 - 1.15 i. 10 mm 1.55 1.50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations inoiana P—148 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoc carrier plumber helper 6heet metal worker helper tile layer helper truck driver {over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roro— ins steel worker ioofer, compo¬ sition sheet metal worker 8team ritter struc¬ tural iron worker tile layer Marion WPA .50 .62 .75 .80 o CD • •65 .60 .60 .54 1.43 1.25 i. 10 1.25 1.30 1.33 1.15 1.33 1.25 1.43 .71 1.15 1.25 1.43 1.20 Fort Benjamin Harrison OB 2 .70 .80 - .95 — - .75 .70 1.60 1.25 1.25 1.50 1.45 1.38 1.25 1.58 1.50 1.30 .75 1.33 1.50 1.55 1.38 Indianapolis OB 4 .70 - .80 1.00 .95 - - - .65 1.60 1.25 - 1.50 - 1.38 1.25 1.58 1.50 1.30 .90 1.33 1.50 1.55 1.38 PWA .63 - - - .95 - - .90 .65- 1.60 1.25 1.25 1.50 1.45 1.38 1.25 1.38 1.50 mm .90 1.33 1.50 1.55 1.38 .75 C .63 - - - .55- - - - - 1.00- .60- 1.00- .75- 1.45 1.38 .75- 1,00- 1.00- mm .85 1.33 1.50 1.55 1.38 .95 1.60 1.25 1.25 1.50 1.25 1.58 1.50 Monroe WPA .50 .60 .60 .60 .60 .60 - - .55 1.25 .85 .85 .75 _ _ .75 1.00 1.00 .75 1.00 1,00 Bloominoton PWA .60 - - - .80 _ - .80 .60- 1.50 — 1.10 1.41 1.25 1.00 1.25 1.25 1.00 1.25 1.25 1.55 1.50 .70 OMEN WPA .40- - .50 .50 — — _ .45 .75 .60 .75 .75 _ .60 .50 Spencer OB 2 .60 _ 1.00 .80 _ •80 .70 1.50 1.00 I. 10 1.00 1.25 1.00 1.25 1.25 1.50 1.00 1.28 1.25 1.55 1.25 perry WPA .40 .50 .50 .50 .50 .50 .45 1.00 .60 .60 .60 .60 .60 .60 .60 .60 Tell City DB 3 .40 .50 - - .50 - .75 .75 1.00 - - . — — — 1.00 _ St. Joseph WPA .50- .75 .60 .60 .90 .60 .60 - .54 1.25 1.00 1.25 1.00 - - 1.00 1.20 1.25 1.25 1.00 1.00 1.25 1,25 - .60 P.N.S. PWA .75 - - ' - .90 - - .90 .75 1.50 1.25 1.25 i. 10 1.00- 1.50 1.00 1.50 1.25 - i. 10 1.13 1.25 1.50 1.50 1.25 P.N.S. AFL .70 - - - .90 - mm «s> i ,sn pwa .60 mm .60 mm mm 1.50 1,13 1,00 1*13 i.ap .95 1,50 1,30 1,30 ,oo i ,nn i ,3r> 1 ,3fl CERRO (OORDO wpa .40 _ •46 .46 .46 .46 .46 mm .46 l.3e 1.00 .80 .80 .90 .72 1.00 .90 .58 .72 ,80 .90 .80 mm Mason City pwa .50 — .65 -m mm •80 .74 1.38 1.00 .80 _ mm 1.00 .75 1.25 i.co .75 1,00 i .00 1.00 1.25 Clinton wpa .50 _ cd in 0 .58 .58 .58 .58 — .58 1.20 1.00 .84 1.00 1.00 .84 1.20 1.00 .84 .84 i .00 1.00 1.00 Mississippi River nb i .50 —, M | 1.20 1,00 mi 1 -20 1 t(v5 Dcs Moines wpa .50 - .63 .63 .63 .63 .63 _ .63 1.50 1.00 .84 1.00 _ 1.00 1.00 ».25 1.00 .84 .86 1.00 1.00 1.00 mm Burlington pwa .63 - - - - - - - .50 1.50 1.00 i.co 1.00 1.20 i.cc .90 1.25 1.10 1.25 1.00 1.00 1.10 1.25 1.50 afl .63 „ _ _ .75 .. mm .75 _ 1.50 1,00 .85 i.oc .90 1.25 1.10 1.25 1.00 1.00 1 - ic 1.25 Mississippi River db i .50 - Ml - - .. — 1.00 1.20 ob 1.20 _ I.oc - Floyd wfa .40 - .46 .46 .46 .46 .46 - .46 1.00 .80 .80 .80 .90 .72 1.00 .90 .58 .72 .80 .90 .80 Charles City db 1 .40 — .75 .50 .50 .60 _ 1.25 1.00 1.00 i.co 1.00 1.00 1.25 1.00 1.00 1 .00 1.00 Hardin wpa .35 - .40 .40 .40 .40 .40 - .40 1.00 .77 .77 .80 _ .72 .60 .80 .77 .58 .70 .80 .77 .80 mm Eloora db 4 .50 - .50- - .60 — - mm .55 1.13 i.oc .80 1.00 — 1.00 .75 1.25 1.00 .75 .75 i.oc 1.00 i.co 1.00 .75 Ida wpa .35 - .39 .39 .39 .39 .39 - .39 1.00 .77 .77 .80 - .72 .50 ,80 .77 .58 .70 .80 .77 .80 ida grove db 2 .50 .75 - .70 .75 .75 .75 .50 1.25 1,00 1.00 1.00 • 1.00 1.00 1.00 1.13 .80 1.00 i .13 1,00 1.25 jackson WPA .35 «. .39 .39 .39 .39 .39 M» .39 1.00 .77 .77 .80 .72 .60 .80 .77 .58 .70 .80 .77 .so BELI fv\IF nr 3 .50 — .70 .66 1,25 i,oo .75 i,20 1,20 i t?o 1 ,20 1 ,00 I -2(1 JOHNSON wpa .40 — .46 .46 .46 .46 .46 — .46 1.00 ,00 .80 .80 _ .90 .72 1.00 .90 .58 .72 .80 .90 .80 iowa City pwa .50 - m - .65 mm - m - 1.00 mm .70 1.15- _ .90 1.25 1.00 1.30 1.10 1.00 1.30 mm 1.25 jones wpa .35 - .39 .39 .39 .39 .39 - .39 1.00 .77 .77 .80 .72 ,60 • *80 .77 1.25 f 1.25 ] •58 .70 •80 .77 .80 mm Monticello db 4 .63 - - - .70 .63 - .63 .65 1.43 1.10 1.13 1.25 - 1,25 1.03 | ,.30 .63 • .10 1.25 1.30 1,25 41. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations iowa P—148 County and City or Town source UN¬ SKILLED 1 ntermed1 ate Sk i lled laborer cement FINISH¬ ER HELPER CON¬ CRETE MIXER OPERA¬ TOR elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— foro— ino steel worker i00fcr, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer let •PA .40 — • 46 .46 .46 .46 .46 _ .46 1.00 ,80 .80 .80 — ,90 .72 1.00 .90 .58 .72 .80 .90 .80 _ Fort Madison fIB 1 .50 mm _ _ _ _ .90 1.00 1.00 _ .90 .75 1.25 1.00 1.00 _ 1.00 1.00 1.90 «■> mi86i$81ppi river DB 1 .50 — - - - - - - - - 1,00 1.20 1.20 - - - - 1.00 - - - - - Linn •PA .50 mm •58 .58 .58 .58 .58 m .58 1.25 1,00 1.00 1.00 - 1.25 1.00 1.25 1.25 1.00 .90 1.00 1.25 1.00 - Cedar Rapid# Pi A .63 mm *• .. - - mm .63 - 1,43 i.io 1.13 1.25 1 .15— 1.25 1.03 1.25 1.25 1.30 •63 1 a 10 1,25 1,30 1.43 1.25 afl .63 aw* a. mm .70 .63 a. 1.43 I.IC 1.13 1.25 1.15 1.25 1.03 1.25 1.75 1.30 I.IC 1.30 1.43 Marion iPA .40 a. .45 .45 .45 .45 .45 .45 ,1,00 .77 .77 .80 «M* .72 .60 .80 .77 .58 .70 .80 .77 .80, _ knoxville DB 4 .50 .60 _ .. mm .74 1.60 1.23 1.25 1.38 - 1.43 1.20 1,38 1.38* 1.38 .75 1.38 1.38 1-25* monona *PA .35 «» .39 .39 .39 .39 .39 - .39 1.00 .77 .77 .80 - .72 .60 .80 .77 ,58 .70 .80 .77 .60 - P.N.S. DB 2 .60 mm .75 mm .60 mm mm .60 1.25 1.00 1.00 - 1.00 - •• - - - mm — - — . Page iPA .40 mm .46 .46 .46 .46 .46 - .46 1.00 .80 .80 .80 mm .90 .72 1.00 .90 .58 .72 .80 .90 ,80 - Clarinda DB 4 .40 a. .60 .60 .60 .60 .60 mm .45 1.13 .90 .90 ,90 mm 1.00 .75 1,00 .90 mm .75 .90 .90 _ _ P9L* iPA .68 a. .68 .75 .68 .68 .68 mm .71 1.60 1.15 1.13 l.3« .» 1.43 1.13 1.38 1.38 1.25. 1.00 1.38 1.25 deb moineb DB 4 .73 M _ .73 .73 - .74 1.60 1.23 1,25 1,38 mm 1.43 1.20 1.38 1.38 2 .90 1,38 1,38 - PWA .73 m mm .. _ .74 1.60 1.23 1.25 1.38 I.30- 1.43 1.20 1.38 1.38 1.38 1.38 1.38 • -3R 1.38 AFL .73 «. Ml mm .73 - - - .74 1.60 1.20 1.25 1.38 1.30 1.43 1.20 1.38 1.38 1.38 - • U) CO 1.38 1.38 - C .73 w a. .90 _ _ _ 1.50 1.15 1.25 1.38 1.25 1.43 1.13 1.38 1.38 _ .75- 1.25 1.38 1.38 1.25 «&q Fort des Moineb DB 3 .73 mm mm mm _ _ mm .74 _ 1.23 1,25 1,38 1.30 - 1.20 - 1.38 1.38 - . _ 1.38 - pottawattamie •PA .50 mm .58 •58 .58 .58 .53 - .58 1.20 1.00 .84 1.00 mm 1.00 .84 1.20 1,00 .84 .84 1.00 - 1.00 - rnnuni P.LIIFFS pi a .50 mm •a .65 .70 .65 1.00 1.25 1.13- 1.25 .90 1.13 1.00 1.13 .90 1.00 l.OO 1.25 1.38 1.25 AFL .50 mm .65 mm .70 mm 1.25 1.25 1,25 1.25 1.13 .,25 .90 1.20 1,00 1*13 .90 1.00 1.00 1.25 1.38 r ingroLD WPA .35 «a .39 .39 .39 .39 .39 - .39 i.qq .77 .77 .80 - .72 .60 .80 .77 .58 .70 .BO .77 •80 mount DB 4 .40 mm .60 .60 .60 ,60 mm mm .60 1.25 ,80 1.00 1.25 - 1.00 ,80 1,25 1.00 .80 ,75 .80 1.00 1.38 1.25 sac •PA .35 - .39 .39 .39 .39 .39 - .39 1 .00 .77 .77 .80 - .72 .60 .80 .77 .58 .70 .80 .77 .80 - sac city DB 3 .40 mm .60 mm _ _ .50 ,50 1 «?5 .75 |,00 1.00 .75 1.00 .75 1.00 «■ ,75 — ,90 _ 1.00 . SC9TT •PA .50 mm .58 .58 .58 .58 .58 V. ,58 1.25 1.00 1.00 1.00 - 1,25 1, »5 ■ •*5 1.25 1,00 ,90 1.00 1.25 1.00 davenport PiA .65 mm — mm - - .90 ,68— 1.50 1.20 1.20 1.30 1.25- 1,50 1.15 1.50 1.38 1.30 1.25 1,18 1.38 1.30 1,25 WTO 1.50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations P-148 County and City or Town source UN¬ SKILLED intermediate Sk i lled laborer cement f1n1sh- er helper CON¬ CRETE MIXER OPERA¬ TOR ELEO- TR1 CI AN HELPER HOO CARRIER plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- ing steel worker 1 OOF Eft, COMPO¬ SITION sheet metal worker 3tcam fitter struc¬ tural iron worker tile layer davenport AFL .65 - mm mm .90 - - - - 1.50 1.20 1.20 1.20 1.20- 1.50 1. |5 1.50 1.38 1.30 1.25 1.18 1.38 1.30 1.25 1.38 C s • - mm - .65 - - - - 1.50 1.20 1.20 1.30 1.20 1.50 1.15 (.50 1.38 _ 1.25 1.18 1.38 1.30 1.25 lfclairc DB 4 .50 - .70 - - - — - - 1.50 1,20 1.20 1.30 1,20 — 1.15 1.50 1.39* 1.30 1.25 1.13 1.38 1.30 Pleasant valley (neap) DB 4 .50 _ .70 mm mm _ .65 1.20 1.00 mm mm mm mm Story WPA ,50 M .57 .57 .57 .57 .57 mm .57 1.00 .90 .80 .80 .90 .72 1.00 .90 .63 .72 .80 .90 • S3 mi ames Pi A .50 — - _ mm _ 1.50 1.00 _ .90 _ .75 1.20 1.38 1.20 1.38 afl .50 mm .60 _ mm .74 1.50 1.00 1.00 1.38 1.30 1.25 1.00 1.20 mm .90 1.38 1.20 1.38 1.25 wapello WPA .50 mm .58 .58 .58 col m • .58 mm .58 1.20 1.00 .84 1.00 mm 1.00 .84 1.20 1.00 .84 .84 1.00 1.00 1.00 M ottumwa DE 4 .50 mm .63 _ ,50 mm _ 1.38 1.00 _ mm mm _ ,85 .. .. i.l3 ... PWA .63 - - mm .63 - - •63 - 1.38 1,00 1,00 CD • 1.00- 1,00 1.0c 1.30 1.00 1.00 1,00 1.30 l«38 1.25 AFL .50 _ .63 — •63 1.38 I.00 1.00 mm 1.00 1.00 1.00 1.30 1.00 1.00 1.00 1.30 1.33 wcoo0ury WPA .50 .58 .58 .58 ,58 .58 .58 1.50 1.13 1.00 1.13 _ 1.20 1.00 1.50 1.13 1.00 1.00 1.00 1.25 1.00 Ml Sioux City DB 4 .56 — «• — - - — .60' • 901 lf 13 mm mm — pwa ,60 m .60 an .60 1.50 1.13 1.13 1.00 i.io 1,00 1.00 1.50 1.13 1.00 1 .00 1,13 1.00 AFl .60 mm .60 m mm '.50 1,13 1 r 13 1,13 1 ,10 1,00 1,13 1.25 1,13 1,25 1 roo 1 ,13 1.25 C .56 — mm mm .65 mm 1.50 1.13 1.00 1.13 1.00 1.13 1 .00 1.50 1.13 1.00 1.00 l.f>3 1.00 1.50 0 - 4®. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations kawsas p-148 County and City or Town source UN¬ SKILLED intermedi ate SK ILLED laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver {over 1* t0n8) brick¬ layer carper* ter cement ■ fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- im 8teel worker toorot, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Atchison wpa .35 .44 .44 .44 .44 .44 .44 .44 .44 1.00 1.00 .65 .65 .65 .65 •75 1*09 1.13 •66 .65 1,00 •65 .65 .65 Atchison 08 i •50 - .55 .55 _ .55 .50 mm — 1.00 i.00 1.00 - i* 10 1.00 1.25 ui3 ms9 1.00 1.13 1.00 a. Bourbon epa .40 .60 .60 .60 .60 .60 .60 .60 .60 .95 .95 ,95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 ,95 .95 Fort Scott OB I .40 .75 1.00 Coffey EPA .30 .40 .40 .40 .40 .40 .40 .40 .40 •60 .60 •60 .60 ,60 .60 .60 .60 •60 •60 .60 .60 .60 .60 .60 P.N.S. 08 3 .40 - - .. .. .60 - .65 - 1.00 _ mm _ _ .. mm _ _ • crawford EPA .50 .75 .75 .75 .75 1 .75 .75 .75 .75 1.00 i.00 1.00 i.00 1.00 1.00 i.00 i.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 pittsburb pea .75 mm .75 _ _ .75 .75 1.50 1.00 1.25 i.iO 1.00- 1.00 1.00 1.25 I.IO 1.25 .88 I.IO 1.10 1.38 . 1.50 i.25 Geary epa .32 .40 .40 .40 .40 .40 .40 .40 .40 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 Fort Riley DB 3 .40 .50- .60 .50 .50 .60 .65 1.25 .75 1.00 1.00 .50- 1.10 .75 I.iO 1.00 .75 .70 1.00 1.00 .75 1.00 .60 .75 .tamtlaah epa .35 .44 .44 .44 .44 .44 .44 .44 .44 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .66 Ola the DB 2 .80 .75 mm m 1.33 i.25 i.25 1.38 1,38 i.25 1.45 1.50 1.13 1.38 1.38 1.38 Labette epa .40 .70 .70 .70 .70 .70 .70 .70 .70 ,95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 Osweso 08 2 .40 _ .50 .40 .50 — .60 .45 - i.00 i.00 1.00 • 1.25 i.00 i.25 1.00 1.00 1.00 1.00 1.00 1.00 1.25 Leaven*orth epa .35 .44 .44 .44 .44 .44 .44 .44 .44 1.50 1.00 .65 i.25 .65 .66 •65 I.IO U2S .65 .66 .65 .65 .66 .66 Fort Leavenworth 03 4 • 85 m - - 1.00* mm - •911 .65' l.63J 1.38* 1.36 * 1.38 1.38'- U59* U38* 1.58* 1,50' U331 1,25* uso*t 1.50 1.50^ 1.13' 1.50 leavenworth OS 3 .85 mm .75 1.00 .90 ' .50 .91 .60- 1.63 1.38 i.38 i.38 i.382- 1.50 i.38 1.58 1.50 1.33 1.25 1,50 1.50 1.50? 1.25 .65 1.50 morris epa .30 .35 .35 .35 .35 .35 .35 .35 .35 .41 .41 • 4i ,41 .41 .41 •41 .41 .41 .41 .41 .41 •41 .41 .41 P.N.S. DB 3 .40 - .50 - - - - mm .60 - .65 - 1.00 - - - - - - mm - - - - Montgomery epa .50 .85 .85 .85 .85 .85 .85 .85 .85 1.25 1.25 i.25 1.25 1.25 1.25 i.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 Coffeyvillc pea .60 mm _ .75 .. _ •91 .70 1.25 i.00 i.25 1.00 1.29- i.00 1.00 1.25 I.IO 1.33 1.00 1.50 I.iO 1.50 1.25 1.50 Nemaha epa .32 .40 .40 .40 .40 .40 .40 .40 .40 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 .63 •63 .63 .63 .63 Seneca DB 2 .35 — .45- .45 .45 .50 .45 .55 .50 1.25 .85 i.00 .85 - 1.00 .85 1.00 1.00 .85 .85 .85 1.00 1.00 1.00 .55 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations kansas p—148 County and City or Town UN¬ SKILLED INTERMEDIATE Sk illed source laborer cement finish¬ er helper con¬ crete iii xer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over it tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician choi— neer, hoi st— iim lather, metal pa intes plas¬ ter cr plumb¬ er rein— foro— iim steel worker toorcR, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer neosho •pa .35 .45 .45 .45 .45 .45 .45 .45 .45 .65 .65 •65 .65 .65 .66 •65 .65 .65 .65 .65 .65 .65 .65 .65 p.w.s. os 3 •40 , .6ft _ ..65 1.00 _ _ .. mm - - - — — mm pratt •pa - .32 ,40 .40 .40 .40 ,40 .40 .40 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 .47 pratt db 2 .45 .. .50 _ — .75 - .50 — 1.00 1.00 ~ — 1.00 •88 1.25 I.IO - .85 - - - - Reno •pa •36 .45 .45 .45 .45 .45 .45 .45 .45 1.10 .75 1. 10 .87 .55 .55 .75 i.io I.IO .55 .55 .55 .55 .55 .55 Hutchinson p«a _ — — •63 am — •63 .. 1.25 1.00 1.25 1.00 1.00- 1.25 .90 1.25 1,25 1.25 - 1.25 1.25 1.38 1.25 1.25 afl .45 _ _ .63 _ _ .63 — 1.25 1.00 1.25 1.00 — 1.23 .90 1.25 1.25 - - - 1.25 - 1.25 scocvick •pa .41 .53 .53 53 .53 .53 .53 .53 .53 1.13 co • 1.00 1.00 .66 .66 .75 1.00 .90 .66 ,66 .66 ,66 ..66, vitchita ob 4 .40 .63 .50 .50 .503 .50 .50j .50 1.25 1.00 1.00 1.00 ,63 — i.253 .75 1.25- I.IO3 1.00 ,88 1.00 i.io i.003 i.003 .75 pfa am am „ _ am .88 1.00 1.25 1.00 am •• 1.25 .90 .80 ,88 ,90 I.IO ,88 C .40 .50 _ _ mm am 1.25 1.00 1.25 1.00 .75 1.25 .75 1.25 1.00 1.00 1.00 1.00 1.00 1.00 Shawnee •pa •42 .54 .54 .54 »54 .54 .54 .54 .54 1.37 1.00 1.00 .75 ,66 1.10 .88 1.13 i.io .66 .66 ,88 .66 .66 .66 Topcka db 1 .42 - .50- .50 .55 — .50 1.38 1.00 i.2s 1.00 — - 1.00 - 1.25 1.00 - 1,00 - - - .85 pwa .50 — _ — .63 — - 10 local .60 1.38 1.00 1.25 1.00 1.00- 1,25 1.00 1.38 1.25 1.33 - 1.00 1.25 1.50 1.25 1.25 afl .50 — am — .63 - — .50 - 1.38 1.00 1.25 1.00 - 1.25 1.00 1.38 1.25 - - 1.00 1.25 - 1.25 C .40 _ — • .40 - — — — 1.38 1.00 1.25 1.00 .50 1.25 .80 1.25 1.00 - •75 .75 1.00 1.00 1.25 45, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9J8 Selected Occupations Kentucky p—148 County and City or Town source UN— SKILLED Intermediate Sk illed laborer cement finish- en helper con¬ crete mixer opera¬ tor elec¬ trician helper HOO carrier "lumber helper sheet metal worker helper tile layer helper truck driver (oven 1* tons) brick¬ layer carpen¬ ter ccnent • fin¬ isher eleo- trician engi¬ neer, hoist- ins lather netal painter plas¬ terer plumb¬ er rein— foro- ins steel worker toorcR, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer 8cll •PA •30 - .45 .45 .40 .40 .40 .60 .40 1.00 .75 .65 .90 .75 .70 .60 .85 •60 .50 .75 .60 .60 1.00 1.25 biodlebboro DB 4 .30 - .45 - - ' — _ .75 _ .75 •60 .45 .75 Boyb •PA .35 - .45 .55 .45 .55 .55 • 60 .45 1.50 1.00 .75 1.00 •70 .85 .85 1.25 1.10 .75 1.00 1.00 1.00 1.38 1.25 Ashland (near) DB 3 .40 - .70 — •60 .60 .60 _ .60— 1.50 1.00 1.00 1.00 .70- .00 .88 1.25 1. 10 .80 1.00 1.00 1. 10 1.25 1.25 .70 1.00 Boyle •PA .25 - .35 .40 .40 .35 .35 .55 .35 I. 10 .50 .45 1.00 .65 .40 .55 .75 .80 .45 .50 .60 .85 1.00 1.25 Danville DB 2 .40 - — — . .60 .50 .. _ .. mm .75 1.00 1. 10 1.23 1. 10 Bullitt •PA .25 _ .35 .35 .35 .35 .35 ,50 .35 1.00 .50 .55 .60 .60 .40 .60 1.00 .50 -4d .55 ,60 .60 ino 1 T 25 Font Knox OB 3 .50 _ .80 .50 .88 .65 .65 .60 .60 1.50 1.25 1.25 1.31 1. 10- 1.38 1.00 1.38 1.38 1,32 itno i,nn 1, 38 1,50 1 T 25 1.25 Caldwell •PA .25 - .35 .35 .35 .35 .35 .50 .35 I.OO .70 .50 .85 .60 .50 .40 .60 .60 .40 .70 .60 .60 1.00 1.25 Princeton DB 2 .30 mm - - .40 - - mm - 1.25 - _ _ • mm .75 .75 Campbell •PA .4? . .60 .65 1.00 .60 .65 .75 .60 1.63 1.45 .75 (.50 1.00 1.40 1.35 1.63 1.38 1.38 ..75 1,98 1.50 1.43 1.38 Font Thomas DB 3 .75 • 1.00 - 1.00 _ _ .75 .86 1.63 1.45 1.38 1.50 1.38— 1.40 1.35 1.63 1.50 1.38 1.75 1.38 1.50 1.53 1,38 1.53 Fayette •PA •30 - .40 .40 .50 .45 .40 .60 .40 1.25 .70 .65 *80 .75 .75 .70 .85 .95 .45 .70 .70 .85 1.00 1.25 Lexinston DB 4 .40 mm .50 .40- .70 .60 .50 - .60 1.38 I. 10 1.00 1.00 .90 I.253 1.25 1.33 .903 1.00 I.253 1.50 .75 P»A .50 - - .70 _ .70 .50 1.38 1. 10 1.00 1.00 1.00- 1.25 1.00 1.25 1.25 1.33 .80 .80 1.25 1.50 1.50 1.25 AFL .50 - i— - .70 — — .60 _ 1.38 1.10 1.00 1.00 1.00- 1.25 1.00 1.25 1.25 1.33 1.00 1.25 1.50 1.50 1.10 Fulton •PA .25 - .35 .35 .35 .35 .35 .50 .35 1.00 .50 .50 .60 • 60 .50 .50 .50 .60 .35 .50 .60 .60 1.00 1.25 hickman DB 4 .35 | - .50- .45 .45 _ • .50 .40 1.10 .75 .75 .75 .75 .65 1.10 1.00 •60 .75 .75 1.00 1.00 1.25 .75 Hardin - .. _ _ _ _ mm Fort Knox •PA • 33 — .40 .40 .40 .40 .40 .40 .40 .46 .46 .46 •46 .46 .46 .46 .46 .46 .46 .46 .46 .46 .46 ,46 DB 3 .50 - •80 .50 .75 .65 •60 .60 1.50 1.25 1.25 1.25 1.10- t.3B 1.00 1.38 1.38 1.32 I.OO 1.00 1.38 1.50 1.25 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Kentucky P—148 County and City or Town source UN¬ BILLED intermediate SK illed laborer cement finish¬ er helper cow- crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker toofer, compo¬ sition sheet netal worker 8team fitter STRUC¬ TURAL iron worker tile layer Jefferson IPA .35 - .45 .65 .50 .65 in in • .60 .45 1.05 .95 •75 1.31 .85 .95 .80 1.50 1.38 .60 .60 .85 1.38 1.00 1.25 Louisville DB 4 .50 — .80 .50 •88 .65 "■5 ,60 1.50 1.25 l.25z 1.31 1.10- I.382 1.00 I.382 1.38 I.322 I.OO2 1.00 I.382 1.50 t.252 PIA .50 - - - .88 mm - .60 .75 1.50 1.25 1.25 1.31 1.25 1.38 _ 1.50 1.38 1.32 .70 1.00 1.38 1.50 1.25 AFL .60 - - - »88 - - ,60 .75 1.50 1.25 1.25 1.31 1.25- 1.38 1.13 1.50 1.38 1.32 mm 1.25 1.38 1.50 1.25 1.50 c .50 - - - .88 — _ — — 1.50 1.25 1.25 1.25 1.25 1.38 1.00 1.38 1.38 .. .50 1.00 1.38 1.50 1.50 Ohio River OB 2 .50 - - _ mm _ — _ • 60 1.25 1.25 1.25 .. _ 1.00 _ 1.32 mm 1.50 Letcher WPA •30 - .40 .45 .40 .40 .40 .60 .40 .90 .80 .60 .90 .75 .60 .75 .90 .80 .40 .80 .60 .80 1.00 1.25 Ik1te8bubg DB 1 .30 - - .40 .30 - .40 - .40 1.25 .85 i. 10 .85 - - .75 1.00 - - 1.00 1.10 - - mb Mccracken IPA .30 - .45 .60 .45 .40 .45 ,60 .40 1.50 1.00 .65 .85 .75 .85 1.00 1.25 1.10 .45 .85 .70 .85 1.25 1.50 Paducah DB 3 .40 - .60 - - - - - .50 - 1.00 - 1.00 mm - - - - - - - - 1.25 • PIA .50 - - - .60 - - .70 .70 1.50 1.00 1.50 1.00 1.00- 1.00 1.00 1.25 1.25 1.25 1.00 1.00 1.25 1.25 1.25 1.25 afl .50 mm - - .60 m - .70 - 1.50 1.00 1.50 1.00 1.00- 1.00 1.00 1.50 1.25 1.25 1.00 1.00 1.25 1.25 1.25 1.25 Meaoe IPA .25 - .35 .35 .35 .35 .35 .50 .35 1.00 .45 .45 .65 .60 .40 .40 .80 .70 .35 .45 .60 •60 1.00 1.25 Fort Knox DB 3 .50 - .80 .50 •88 .65 .65 .60 .60 1.50 1.25 1.25 1.31 I* 10- 1.38 1.00 1.38 1.38 1.32 1.00 1.00 1.38 1.50 1.25 1.25 Rock Haven (near) DB 2 .35 - - .40 - - - - .50 - - - .75 - - - - - - - mm - - - IE8T Point DB 2 .35 - - - - • - - .50 - 1.25 - — — • 1.00 — 1.38 _ _ _ 1.50 mm Union IPA .30 mm .40 .40 .40 .40 .40 .55 .40 1. 10 .50 .60 .90 .75 .50 .40 1.15 .55 .40 .50 .55 .55 1.00 1.25 Morcanfield DB 3 .30 .60 1.00 - _ MB Iarren IPA .25 m. .35 .35 .35 .35 .35 .50 .35 1.25 .60 .60 1.00 .65 .60 .60 1.25 1.00 .40 .60 1.00 1.00 1.00 1.25 Smiths Gscve OB 1 .30 mm .75 — _ — _ .40 i. 10 .75 1.00 1.00 mo 1.00 .75 1.25 _ .50 1.00 _ 1.00 washington IPA .25 — .35 .35 .35 .35 .40 .50 .35 i. 10 .50 .40 .50 .60 .40 .40 1.00 .75 .35 .50 .75 .75 1.00 1.25 Springfield .30 _ .50 .40 .40 .40 .60 .65 .50 1.25 .90 .75 1.00 _ .75 1.25 1.00 .75 .75 .75 1.00 1.00 1.25 47. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION,.1938 Selected Occupations Louisiana p—148 County ano City or Town source un¬ skilled intermediate Sk illed laborer cement finish- a1 helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fl n- isher eleo- trician engi¬ neer, hoist¬ ing lather, metal painted plas¬ terer plumb¬ er rein— roro- ing steel worker ioofer, compo¬ sition sheet metal worker 8team fitter struc¬ tural iron worker tile layer Absumptlon WPA .22 - .30 - .30 .30 - - .29 .60 .38 - - - - .38 - .60 - - - - - - P.N.S. JDB3 .30 - - - mm - - .40 mm .80 - .80 - - .75 - - - - - - - - Avoyelles WPA .22 — — mm mm mm — «• .40 1.00 .50 .50 .15 — - .50 1.00 1.00 — _ - — — — Atchafayala River DB2 .30 — - .65 . — - mm - .40 _ .80 — .80 — - - — - - - - - - — hamburg (near) 0B2 .30 — .45 - — — mm - .40 — .80 .75 - 1.00 - — — — — — — — - — caddo WPA .30 — .50 .62 - «■* mm mm .50 1.38 1.12 1.00 1.25 - r.25 1.00 . 1.25 1.00 .50 r.oo 1.00 .65 1.00 1.00 shreveport 034 .35 - .70 .63 .602 .50d »60J .50 ,50d f.50J r. 13 1.00 1.38 1,00- J..383 1.00 1.38 r.253 r.oo3 J. 003 r.oo3 1.253 I.253 1,25 r.25 P»& — _ _ — 4* ■ - mm mm 1.38 1.13 1.13 1.38 — — r.oo 1.38 1.25 .75 _ .90 r.25 r.oo r.25 c .30 .. .35 — mm mmm mm I.50 1.13 1.00 1.25 _ I >38 r.oo 1.38 J .25 _ 1.00 r.oo r.25 _ r.25 calcab1 etl WPA .25 .50 .-0 .30 mm mm .35 1.00 .85 .60 j.00 .50 -85 .65 1.00 1.25 .75 .75 .15 .75 _ 1.00 1 AKF fthari ffi dr2 .45 .75 — .50 1.50 1.00 1.25 IvlO 1.00 r.oo 1,25 «: -mi .1-00 1.00 1.00 _ r.25 PWA .45 mm . _ „ r .45- 1.50 1.00 1.00 1.10 1.00- —• r.oo 1.25 1.25 1.00 1.00 1.00 1.25 j. 25 ' _ .50 r.25 afi .45 n| am mm 1.00 1.00 t.io r.oo*. 1.00 1.25 1.25 1.00 1.00 1.00 r.25 1.25 mm r.25 Cameron ■PA .30 •40 .30 «■> — mm .35 .75 .60 .45 .75 - .50 .50 .75 .75 — .50 .6© .50 - - p.n.s. WB2 .30 .65 mm — mm .40 .80 _ .80 _ mm — — .75' — — _ — EAST raton ROUGE WPA .30 .40 •40 .40 .40 .40 .40 mm .45 1.00 .75 1.00 1.00 .75 .75 .75 1.00 1.00 ** .80 i;oo .75 1,00 i;25 RATON Rouge DBI .40 mm — «. - mm — .. — - _ 1.25 —« — - - - - - - - - m - - - - - - - - 1.50 .80 .80 1.25 — — .80 1.25 _ _ .90 1.25 — r.5o East Carroll WPA .25 ' ^ .45 .40 m* • mm .35 1.00 .50 .60 .75 mm mm .50 _ — _ — mm - - — P.JliS DB3 .30 _, .40 m- _ — mm, .40 mm 1.00 - 1.00 - ■4 ' • - - - - - - - - - .1 iberia WPA .22 .30 ,du .. .35 .35 .30 .65 .60 .60 mm - - ,50 .65 .75 - - - - - .IEakerette DB3 .30 — _ «. — — .50 .80 — .75 .75 _ .75 _ 4 bc&v 11 rWPA .26 .34 .35 .45 .34 .40 .34 .45 .35 .55 .50 .80 1.00 .50 .50 .50 .65 .90 mm .50 .65 io • .65 .15 Carville 0B3 .25 _ .. .60 — . ^50 — - .50 — .80 1.00 r.25 .75 - .75 1. 00 1.13 - mm, - 1.13 - - war i ngou in (near) 0B3 .30 | . _ M. — mm .40 ... .80 mm _ _ .75 - — ' mm - - - - - jefferson WPA .22 - v .40 - — - - mm .29 .50 .50 .50 1 .75 mm .50 .55 .60 - .60 _ 0rand i-sle DB3 .40 — .80 .70 .60 .60 - ■ * .50 1.25 1.00 1.00 1.38 1.00* 1.25 .75 1.25 1.25 J 1.00 .85 .90 - 1,38 - 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Louisiana P—148 County and City or Town source UN¬ SKILLED Intermediate SK ILLED laborer cement finish¬ er helper con- crete mixer opera¬ tor elec¬ trician helper hoo carrier 'lumber helper SHEET METAL WORKER HELPER tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- 1 no steel worker i00fcr, compo¬ sition sheet metal worker STEAM FITTER STRUC¬ TURAL iron worker TILE LAYER TTfourche WPA .22 .30 .30 _ .30 .30 •am _ - .50 .40 .50 mm mm - .40 — 50 - - - - - lafourche DB2 .30 — mp .65 _ - am _ .40 — .80 - .80 _ - .75 — - — _ - - — - MAOISSN WPA .25 - mp - — - m» - .35 I. 00 .60 - - - — - - — — — — - — P.N.S. ,DB3 .30 — - .65 mm _ mm — Mm' - I.00 - 1.00 - - — — - — -■ - - - - natchitoches WPA .25 — —- mm — mm — .35 1.00 .55 .60 .60 .40 mm- .60 1.00 - - - - .40 - - P.N.S. DB4 .30 mm tfar .40 mm _ mm — .35 — .75 - 1.00 - - - - - - - - - - - Orleans 1SPA .35 .50 .50 .60 .60 .60 .50 - .64 1.26 I .DO .86 1 .'26 I . IX)- 1.00 .75 I.00 1*25 1.00 .75 .80 1.25 1,25 1.00 1. 26 Neb Orleans DB4 .50 - .80 .67 .60 .60 .50 .60 .50- 1.25 1.00 1.00 1.38 t.oo- 1,25 .75 1.38 1.25 l.'OO .85 1.00 1.25 1.38 1,25 .75 1.25 PWA .50 — — * .75 - - .60 ,45i J *25 l.'OO I.DO 1. 38 1.00- 1.25 .75 1.25 1.25 1.00 .85 .90 1.25 1 .38 1,25 .50 J .25 AFL .50 . m» .60 mm — .60 - 1.25 1 .00 |.00 1.38 1.00** 1*25 - 1.25 1.25 1.00 - 1 J00 1.25 1.38 1.25 1*25 c .40- „ mm .60 — .. _ i .00i .80— .80- 1.38 1.00- 1.25 .75 1,25 1.25 - .85 .90 1.00- 1,25- 1,25 .50 1.25 1.00 1.00 1.25 1.25 1 ,38 N .63 • 61 mp . mm _ _ 1.37 _ I.QI 1*08 — — .97 1.37 1.07 - J *00 - - — - Plaquemines WPA *22 *40 mm mm mm — .29 ,50 .50 .50 .75 - .50 .55 .60 - .6© - - - - P.N.S. db4 .35 .. _ mm mm mm am- _ .40 _ .80 — .80 .80 - - - - mm - •- - - - polnte coupee #PA .22 .30 .35 .45 .30 .30 .30 - .30 .60 .40 .60 .75 .50 .50 .50 .75 .60 - .50 .65 .45 .65 .75 P.N*S. db4 .30 _ „ — .. mi' — .40 .80 - - .is2 •mm mm - - 'mm - - rapides WPA .25 _ .50 mm mm -m - .35 1.00 .75 .75 .75 ,40 - .65 mm .75 - .60 - - — - Alexandria (near) m .30 .65 _ mm mm - .40 - .80 - .80 •mm — - w - - - - - — . - PWA .50 .60 -m _ 1.25 1,00 1.00 1.00 i. 00- - .88 1.38 1,25 1.00 — —1 1.25 1.25 - 1.10 st* bernard WPA .22 .40 Jm mm -» - .29 .50 .50 .50 .75 - - .50 .55 .60 - .60 - - - - P.N .S. DB3 .30 _ __ am _ - _ .80 - .80 - pm - - - — - — — - — St. Charles «p* .35 .40 *40 .45 .55 - mm - .45 .90 .75 .70 .86 - — .75 mm ..88 — — .80 .83 «. —" P.N.S. DB2 .30 - - - - - - im .40 - .80 - .80 - mm - - - - - - - — - st. landry WPA .22 .30 .35 .50 .30 — - - .29 .80 .60 .50 .75 .38 .40 .40 .60 —- .50 — .50 . - .80 Eunice db2 .30 *40 .50 .35 .50 .50 .55 .30 1.50 .75 .75 1.00 Ml 1.00 .75 1.25 1.00 .76 1.D0 1*00 1.00 i.OO i,50 KROTZ spring8 082 .30 _ _ mm - am .40 - .80 - - - - - - - ** - mm — — — Woodside DB2 .30 — - M - - -M - .40 - .80 - .80 mm - - - mm —• — mk — — — 49* HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations p-148 County ano City or Town source un¬ billed intermediate Skilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over »* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist- ins lather, metal painter plas¬ terer plumb¬ er rein— foro- ins steel worker ioofcr, compo¬ sition sheet metal worker btcam fitter btruo- tural iron worker tile layer &T» jiart;1n. j(pa .22 .30 - .30 .30 - - .40 .60 .40 .40 - .50 .50 .50 _ _ — —i «>» 87. «*rt insville db3 .30 - .40 .50 ♦40 .50 .50 .40 .40 1.25 .80 1,00 1.00 .75- 1.00 .75 1-25 .uoo -uoq .75 1.00 1.00 jj25 1.25 .90 st. tatar *pa .22 .35 .30 .35 .35 «. - .75 .50 .50 .50 MM. _ .50 .70 ^.75 mm — mm . «r itTCWAFAYALA BAG in db2 .30 km - «t — — - - .40 — .80 — .80 - ml — — _ _ _ mm im baldwin cb4 .30 — — - M# km .40 - .80 — .80 _ — or mm t—. mm Tangipahoa *pa .22 .45 .45 ♦45 .30 .35 •as - .30 .50 ,50 .65 .75 ♦50 ♦50 .50 .65 .65 — .50 .65 .40 .65 .75 Hammond db3 .40 - .70 .60 - — — ' .60 .50 .60 .50 .60 .50 1.25 .80 1.25 .90 .60- .80 .75 1.25 1.00 .75 .85 r.oo .80 J.25 .80 kittery point DB3 .63 - .63 .50 .60 .70 .50 1.25 .90 1.25 1.00 .60- 1.25 .35 1.25 1-00 1.00 1 -10 1.00 r.25 r-25" 1.00 50. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Maryland p-148 County and City or Town 80VRCE un¬ skilled intermed1 ate SKILLED laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician ENGI¬ neer, hoist¬ ING LATHER, METAL painter plas¬ terer PLUMB¬ ER rein¬ FORC¬ ing steel WORKER lOOrER, COMPO¬ SITION SHEET METAL WORKER 3TCAM FITTER STRUC¬ TURAL IRON WORKER TILE layer Anne Arundel ■PA .31 .38 .38 - .38 - - - .38 .75 .65 .50 .50 - - .50 .50 .50 - - .50 .50 .50 - Annapolis db 4 .45 - - .70 .75 .60 .65 .75 .50 1.25 .90 1.25 1.38 - 1.25 1.13 1.25 1.25 1.25 1.25 1.38 1.25 1.50 1.25 &1e8apeake bay db 3 .45 - - - - - - - .50 - .90 - .90 .80 - - - - - - - - - - "• fortnjeorge 8. meaoe db 3 .50 - - - .75 .50 .65 .75 .60 1.25 1.25 1.25 1.38 1.50- 1.25 1.13 1.25 1.25 1.25 1.00 1.38 1.25 1.50 1.25 1.80 Allegany ■PA .44 .55 .55 - .55 - - - .55 1.10 1.00 .66 .66 - - 1.00 .66 .66 - - .66 - .66 - Cumberland >»A .50 - - - .50 - - - - 1.25 1.00 1.00 - - - 1.00 1.25 1.13 1.10 - 1.00 1.13 1.38 1.25 c .40— - - - .40- - - "" - .90- .90- 1.00 .90- 1.10 - 1.00 1.10 1.13 - - 1.00 - - - .50 .50 1.25 1.10 1.13 baltimore ■PA .30 .38 .38 _ .38 _ — — .38 .75 .65 .50 — - - .50 .50 .50 - — .50 .50 ,50 - p.n.s. db 3 .45 .80 _ _ _ _ .90 .60 — — — .90 — — — - - Baltimore city ■PA .40 .51 .51 .51 .51 .51 .51 — .51 1.10 1.10 1.10 1.38 - 1.25 1.00 1.25 1.10 1.10 1.00 un 1.10 1.38 1.25 baltimore db 4 .50 — _ .702/ .75 .502/ .652/ .752/ .60 1.502/ 1.25 1.25§/ 1.38 1.50- 1.252/ 1.132/ 1.252/ 1.25 1.252/ i.oo2/ 1.382/ 1.25 1.50 1.252/ 1.802/ PVA .50 .75 mm .75 .60 1.50 1.25 1.25 1.38 1.50- 1.38 1.13 1.25 1.25 1.25 1.00 1,38 1.25 1,50 1,25 1.80 afl .50 _ .75 mm — .75 — 1.50 1.25 1.25 1.38 1.50- 1.38 1.13 1.25 1.25 1.25 1.00 1.38 1.25 1,50 1.25 1.80 c .50 _ .75 mm — — — 1.50 1.25 1.25 1.38 1.80 1.38 1.13 1.25 1.25 - 1.0c 1.38 1.25 1.50 1.25 CALVERT ■PA .30 .38 .38 _ .38 mm — mmm .38 .75 .45 .75 .45 - - .45 .75 .45 — - .45 .45 .45 - chesapeake ray dr 3 .45 — mm .50 .90 .90 .80 — — — - - — — — CECIL ■PA .30 .38 .38 _ .38 mm mm mm .38 .75 .45 .75 .45 — - .45 .75 .45 — - .45 .45 .45 - CHESAPEAKE bay db 3 .45 .80 _ mm mm mm .50 — .90 .90 - - - - - - - - Chesapeake City r>r 2 .40 __ .501/ mm mm 1.00 .90 1.00 1.1 o1/ - - .751/ - .soy - .soy •soy •8oi/ - - Dorchester •PA .30 .38 .38 - .38 - « .38 .75 .50 .75 .75 - - .50 .75 .50 - - .50 .50 — - honga (near) db 3 .45 - - - - - - .50 - .90 - .90 - - - - - - - - — - - che6apeake bay db 3 .45 — .80 — — — - - .50 - .90 .90 Nanticoke river db 3 .45 _ — _ — — — — .50 - .90 - .90 - - - - - - - - - mm - Frederick ■PA .30 .38 .38 — .38 — — — .38 .75 .65 .50 .50 - - .50 .50 - - - .50 .50 .50 - Frederick db 3 .40 .50 .55 .50 .60 .55 .75 .45 1.00 .90 .90 .90 — 1.00 .90 1.00 .90 .60 .80 .90 .90 1.50 1.25 Harford ■PA .30 .38 .38 _ .38 — — .38 .75 .45 .75 .45 - — .45 .75 .45 - - .45 .45 .45 - Aberdeen db 3 .40 _ .50 2/ .65 .75 .60 1.50 1.25 .80?/ 1.38 1.50- 1.25 1.13 1.25v 1.25 1.25 - 1.38 1.25 1.50 1,25 1.80 52. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations harvund p—148 County and City or Town source UN¬ SKILLED Intermediate Skilled laborer cement finish- en helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (oven It tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— foro— ing steel worker i00fcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer harford (continued) bel air db 3 .50 - - - - - — .60 — — — _ _ _ Montgomery 1PA •30— .38- .38- - .38- - — — .38- .75- 1.00 — .50- _ .. .50— .50- .50- a. ■ .50— .50- .50— ma .33 .45 .45 •45 .45 1.10 .64 .64 .64 .64 .64 .64 .64 Bethesda ob 3 .70 - .81- — — .63 — .94 .65 1.75 1.50 1.50 1.80 _ 1.63 1.58 2.00 1.50 1 .50v 1.50 1.65 2.00 1 .50 1.25 qreat Falls (near) ob 2 .65 - .81- - — _ — .. .65 — 1.50 1.50 _ _ .. _ m» ma ma a_ ma am mm 1.25 rockville db 3 .50 - - — •60 .63 — .94 .55 1.75 1.50 1.50 1.80 _ 1.63 1.58 2.00 1.50 1.50 aa 1.50 1.65 2.00 1.50 prince georges WPA .30- 1 co • •38— — .38- am .38- .75- 1.00 .75 .45- _ .45- .75 .45- .45- .45- .33 .45 .45 •45 .45 1.10 .64 .64 .64 .64 .64 .64 belt8ville db 4 .70 .63 am .94 .65- 1.75 1.50 1.50 1.80 1.63 1.58 2.00 1.50 1.50 1 .oo- 1 .50 1.65 2.00 1.50 .85 1 .80 GLENDALE ob 1 .45 — - - — — am — .65 1.50 1.38 1.80 _ _ mm am am _ Greenbelt db 4 .45- - — — — .63 ma ma .65- _ 1.10- 1.10 1.50 a. a. am 1.50 am . 1.65 imm am .70 .85 1.50 laurel db 2 .50 — — .70 •75 .50 .65 .75 .60 1.50 1.25 1.25 1.38 1.50- 1.25 1.13 1.25 1.25 1.25 1.00 1.38 1.25 1.50 1.25 1.80 $t„ marys WPA .30 .38 •38 _ •38 — — .38 .75 .45 .75 .45 _ mm .45 .75 .45 .45 .45 .45 point lookout db 3 .35 - .50 — — - — — — — .80 .60 _ _ ma am .80 ma somerset WPA .30 .38 •38 — .38 am am _ .38 .75 .75 .75 .75 _ am .45 .75 .45 . .45 .45 .45 cri6field db 3 .45 — - — — am ma _ .50 .90 .90 . ^ tab _ wa8hinoton WPA .35 .45 .45 — •45 — am — .45 .85 .75 .55 .55 _ arn ■ .55 .55 .55 ma .55 .55 .95 am Haqerstomn pwa .50 - — - — — — — _ 1.25 .75 1.00 1.38 1.38- ma ma 1.25 1.00 1.50 1.25 1.63 Wicomico WPA .30 .38 •38 — .38 — — — .38 .75 .50 .75 .75 am .50 .75 .50 .50 .50 .50 _ nanticoke River db 3 .45 - - - — - — — .50 mm .90 mm .90 am am _ am WORCESTER wpa .30 .38 •38 am .38 __ am .38 .75 .45 .75 .75 .45 .75 .45 .45 .45 .45 ocean city db 3 _ •50— am mm 1.00 1.00 .88 1 .70 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Massachusetts P—148 County and City or Town UN¬ SKILLED intermediate SK illed source laborer cement finish— e* helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin- isher eleo- trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein— foro— ino steel worker toofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Barnstable Chatham wpa .50 - .75 - •65 — - — .60 1.25 .80 1.25 1.00 — - .90 1.25 .85 — 1.10 1.38 1.00 1.50 — DB 2 .50 .65 .66 mm .95 .60 1.25 .80 1.25 1.00 1.38 1 .25 .75 1.25 .85 1.50 1.10 1.38 1 .00 1.50 1.50 Eastham wpa .50 _ .75 .65 _ mm •• .60 1.25 .80 1.25 1.00 .90 1.25 .85 1.10 1.38 1.00 1.50 DB 2 .50 «• .65 .65 mm .95 .60 1.25 .80 1.25 1.00 1.38 1.25 .75 1.25 .85 1.50 1 .10 1.38 1.00 1.50 1.50 provincetown wpa .50 —. .75 mm .65 _ .60 1.25 .80 1.25 1.00 .90 1.25 .85 1.1ft 1.38 1 -no 1.50 _ ob 2 .50 mm .65 .65 — .95 .60 1.25 .80 1.25 1.00 1.38 1.25 .75 1.25 .85 1 .50 1.10 1.38 .85 1.50 1.50 Woods hole DB 4 .50 .75 mm mm mm mm a* 1.25 .80 1.25 1.00 1.25 .75 1.25 .85 1 .10 1.38 1.00 _ _ 0erk8hire adams wpa .50 .75 .65 1.00 mm .90 .60 1.25 .75 1.25 1.00 1.25- 1.50 .75 1.25 1 -00 1 .38 1.38 1 .on 1.38 1.63 1.50 db 2 .50 — .75 .65 .60 .50 — .90 .60 1.25 .88 1.25 1.00 — 1.38 .75 1.25 1,00 1.38 1.38 1.38 1.00 1.38 1.63 pittsfield wpa .60 .75 .65 1.00 _ ■t .90 .60 1.38 1.13 1.38 .75 1.25- 1.50 1.00 1.38 1.00 1.38 1.38 1.00 1.38 1.63 1.50 ob 1 .50 — •• .50 _ _ 1.13 _ _ 1.00 •»' . 1.00 _ 1.38 _ _ _ bristol new bedford wpa .50 mm .75 .60 .70 .95 .60 1.25 1.00 1.25 1.00 1.38- 1.25 .90 1.25 .85 1.10 1.38 1 -no 1.5(1 1 .5ft 1.63 DB 4 .50 .75 —, a. .60 .. 1.00 1.25 .90 1.25 _ — pwa .45 mm .50 mm mm .80 .80 1.25 1.00 1.25 1.00 1.38 1.50 .90 1.25 1.00 _ .75 1.00 1.00 1.50 1.50 Dumplinq ROCK DB 4 .50 •• .75 mm .70 mm mm 1.25 1.00 1.25 1.00 1.25 .90 1.00 _ 1.10 1.38 1.00 Palmer island db 4 .50 .75 .70 mm aaa 1.25 1.00 1.25 1.00 1.25 .90 1.25 1.00 1.10 1.38 l.ftft _ Dukes wpaV .50 .75 .65 _ .60 1.25 .80 1.25 1.00 mm mm .90 1.25 1.00 _ 1.10 1.38 1.00 1.50 cuttyhunk db 4 .50 a. .75 .65 mm .60 1.25 .80 1.25 1.00 mm 1.25 .90 1.25 .85 _ 1.10 1.38 1.00 _ vineyard haven db 1 .50 .75 ... a. 1.25 .75 .85 _ _ Essex gloucester wpa .75 mm .75 .75 .95 .95 .65 1.25 1.10 1.25 1.25 1.38- 1.25 1.00 1.25 1.25 _ 1.00 1.38 1.25 1.50 1.50 1.63 rm 2 .60 .or .60 .06 1 .25 1 .m 1,25 1.25 1 t3r 1,25 1 -(VI 1 ,25 1.25 1.50 1.00 1.3s 1.25 1.50 1.50 ipswich wpa .50 .75 .75 .95 .95 .65 1.50 1.10 1.50 1 -25 1.38- 1.25 1-ftft 1 .50 1 T3fl 1 -ftft 1 .38 a.38 1.5ft 1.50 1.63 (near) db 3 .60 mm _ mm _ a. _ 1.10 1.25 1.25 — — 1.00 — - 1.50 - - - 1.50 - Lawrence wpa .62 mm .75 .80 .85 mm mm .95 .65 1.50 1.25 1.38 1.25 1.38- 1.25 1.10 1.50 1.29 — 1.38 1.38 1.20 1.50 1.50 1.63 db 4 .62 mm mm mm _ 1.50 1.25 1.38 mm — _ 1.10 1.50 1.20 — — 1.38 — — — pwa _ .85 .95 .65 1.50 1.25 1.38 1.10 1.38 1.10 1.50 1.20 _ _ 1.38 1.20 1.25 1.50 £ t?9 — — - .85 - - 1.50 1.25 1.38 1.2? !.A25 1.19 1.59 ■1.29 - .90 .29 1.20 1.25 . - HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Massachusetts p—148 county and City or Town UN¬ BILLED intermediate Sk illed source laborer cement finish¬ ed helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist- ins lather; metal painter plas¬ terer plumb¬ er rein— foro- ins steel worker tooreR, compo¬ sition sheet metal worker steam FITTER struc¬ tural iron worker TILE layer Essex (continued) l YNN WPA .75 .75 .83 1.00 _ - ,95 .70 1.50 1.25 1.50 1.25 1.38- 1.25 1.00 1.50 1.38 _ 1.00 1 .38 1 -3ft 1-50 1 -so 1.63 pwa .75 — — 1.00 — — .95 .80 1.50 1.25 1,50 1.25 1.38 1.25 1.00 1.50 1.38 1.10 1.38 1.38 1.50 1.50 AFL .75 — — 1.00 — _ _ .80 1.50 1.25 1.50 1.25 1.25 1.00 1.50 1.38 1.10 1.38 1.50 c .75 — _ 1.00 _ _ — •a 1.50 1.25 1.50 1.25 1.63 1.25 1.00 1.50 1.38 1 -on 1-38 1 -3ft 1 -50 1 .50 Nahant wpa .75 — .75 — 1.00 _ - — .70 1.50 1.25 1.50 1.25 1.00 . 1.50 1.38 1.00 1.38 1.38 1.50 OB 2 »75 - — — 1.00 — — .95 .70 1.50 1.25 1.50 1.25 1.38 1.25 1.00 1.50 1.38 1.50 jl.00 1.38 1.38 1.50 1.50 NEWBURYPORT wpa .50 — .75 .80 .85 _ _ .95 .65 1.20 .90 1.38 1.10 1.38- 1.25 .85 1.50 1.38 1.13 1.38 1.01 1.50 1.50 1.63 OB 3 .50 _ .. .85 .60 _ _ .65 1.25 .90 1.25 1.10 1.38 .85 1.50 1.01 1.00 1.38 1-01 1 ,50 salem wpa .63 — .75 .75 .95 _ .95 .70 1.50 1.10 1.50 1.25 1.38- 1.25 1.00 1.50 1.38 1.00 1.38 1-38 1.50 1 -50 1.63 OB 4 .63 •• .95 .75 «a .70 1.50 1.10 1.50 1.25 1.00 1 .50 1 .13 1-50 1 ,13 pwa — .95 .95 .80 1.50 1.10 1.50 1.50 1.38 1.25 1.00 1 -50 1-38 1.00 1 t3ft 1 t3r 1 ,50 1 ,50 Franklin Greenfield wpa .50 —. .75 .65 .70 .90 .60 1.25 .90 1.25 .95 1.25- 1.5f) .85 1 ,25 1 .no 1 ,38 1.38 1.00 1.38 1.63 1.50 pwa - - - - .90 - - .90 - 1.63 1.20 1.63 1.38 1.38- 1.35 1.20 1.63 1.38 - 1.20 1.38 1.38 1.38 — 1.50 AFL - - - - .90 - - - - 1.63 1.20 1.63 1.38 - 1.35 1.20 1.63 1.38 - 1.20 - 1.38 1.63 - HAMPDEN sprinqfield wpa .56 — .75 .75 1.00 — — .90 .60 1.63 1.25 1.63 1.38 1.25- 1.50 1.13 1.63 1.38 _ 1.38 1.38 1.38 1.38 1.63 1.50 OB 2 .56 - - — - - - .90 — — 1.25 _ 1.38 — 1.50 1.13 1.63 _ — — — 1.38 — 1.63 pwa - — - - 1.00 - - .90 .80 1.63 1.25 1.63 1.38 1.50 1.50 1.13 1.63 1.38 — 1.38 1.38 1.38 1.38 1,63 afl _ 1.00 _ .90 _ 1.63 1.25 1.63 1.38 1.50 1.50 1.13 1.63 1.38 1.38 1.38 1.38 1 .38 1.63 c .50- — _ _ 1.00 _ _ 1.63 1.25 1.63 1.38 1.25 1.50 1.13 1.63 1.38 1.38 1.38 1.38 1.38 1.63 .60 hampshire northampton wpa .50 ttm .75 .63 1.00 .. .90 .60 1.38 1.13 1.38 1.38 1.25- 1.50 1.13 1.38 1.20 1 .38 1.38 1.20 1.38 1.63 1.50 afl .50 _ _ 1.00 _ _ _ 1.63 1.25 1.38 1.38 1.50 _ 1.13 1.38 1.13 _ 1.38 1.38 1.33 1.63 middlesex bedford wpa .50 «a .75 _ .90 _ _ •a .75 1.50 1.18 1.25 1.15 .75 1.50 1.20 — 1.38 1.38 1 .20 1.50 . a OB 2 .60 .73 .85 _ .95 .75 1.50 1 .18 1.15 .75 1 -50 1-20 a. 1-20 1.50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations Massachusetts p—148 County and City or Town source un¬ skilled intermediate Skilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck oriver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roro— ing steel worker toorcR, compo¬ sition sheet metal worker 8tcam riTTCR STRUC¬ tural iron worker tile layer middlesex (Continued) Lowell ■pa .70 - .75 .73 .90 - - .95 .70 1.50 1.00 1.25 1.15 1.38- 1.25 .85 1.50 1.20 - 1.38 1.38 1.20 1.50 1.50 1.63 C .50 - - - .90 - - - - 1.55 .75 - 1.15 1.10 1.25 .60 1.50 1.20 - .60 1.10 1.20 1.25 - nantucket nantucket ■pa .50 - .75 — .65 - - - .60 1.25 .80 1.25 1.00 — - .90 1.25 1.00 - 1.10 1.38 1.00 1.50 - db 2 .50 - .90 - .65 — — .95 .60 1.25 .80 1.25 1.00 1.38 1.25 .75 1.25 .85 1.50 1.10 1.38 1.00 1.50 1,50 norfolk foxboro ■pa .70 - .75 .69 .80 — - .95 .65 1.50 1.10 1.50 1.10 1.38- 1.67 1.00 1.50 1.20 — 1.38 1.38 1.20 1.50 1 .50 1.63 ob 2 .65 — — .69 .80 .90 - .95 .65 1.50 1.00 1.50 1.10 — 1.20 1.00 1.50 1.20 1.00 1.38 1.38 1.20 1.50 1.50 norwood ■pa .70 — .75 .88 in OD • — — .95 .65 1.50 1.10 1.50 1.50 1.38- 1.67 1.00 1.50 1.20 _ 1.38 1.38 1.20 1.50 1.50 1.63 afl .70 _ — — .80 — — — — 1.50 1.10 1.50 — — — 1.00 1.50 1.20 _ _ _ 1.20 — mm quiNCY •pa .70 — .75 .88 .70 — — .95 .75 1.50 1.15 1.50 1.50 1.38- 1.67 1.00 1.50 1.25 — 1.38 1.38 1.25 1.50 1.50 1.63 p«a .85 _ .85 — .95 .75 1.50 1.15 1.50 1.50 1.38 1.50 1.15 1.50 1.25 _ 1.38 1.38 1.25 1.50 1.50 plymouth brockton •pa .65 - .75 .73 .85 - - .95 .65 1.38 1.00 1.38 1.10 1.38- 1.20 1.00 1.38 1.20 - 1.10 1.38 1.20 1.50 1.50 1.63 afl .65 — _ .85 — — .95 — 1.39 1.00 1.38 1.10 1.38 1.25 1.00 1.38 1.20 _ 1.10 1.38 1.20 1.50 1.50 hull ■pa .70 — .75 — .70 — — — .70 1.50 1.10 1.50 1.50 _ _ 1.00 1.50 1.25 _ 1.10 1.38 1.25 1.50 - db 2 .63 — .90 — .70 — — .95 .65 1.50 1.10 1.50 1.50 1.38 1.67 1.00 1.50 1.25 1.50 1.10 1.38 1.25 1.50 1.50 scituate ■pa .65 _ .75 .73 .70 — — .95 .65 1.50 1.10 1.50 1.10 1.38- 1.20 1.00 1.50 1.25 — 1.10 1.38 1.25 1.50 1.50 1.63 db 2 .65 .90 .70 .95 .65 1.50 1.10 1.50 1.10 1.38 1.20 1.00 1.50 1.25 1.50 1.10 1.38 1.25 1.50 1.50 ■arc ham ■pa .50 _ .75 _ .70 — — — .60 1.25 1.00 1.25 1.00 _ .90 1.25 1.00 _ 1.10 1.38 1.00 1.50 — db 2 .50 — .75 — .70 .65 — .95 .60 1.25 1.00 1.25 1.00 — 1.25 .90 1.25 .85 1.50 1.10 1.38 1.00 1.50 1.50 Suffolk _ro*tom ■pa .85 .75 .88 .85 « .95 .75 1.50 1.38 1.45 1.50 1.38- 1,67 1.25 1.67 1.50 1.38 1.38 1.50 1.50 1.50 1.63 db 3 .85 - 1.05 — .85£/ - — .95 .75 1.50 1.38 1.45 1.50 1.385/ 1.67 1.25 1.67 1.50 1 .50 1.38 1.38 1.50 1.50 1.50 p»a .85 _ _ _ .85 _ .95 .75 1.50 1.38 1.45 1.50 1.38 1.67 1.25 1.67 1.50 1.38 1.38 1.50 1.50 1.50 afl .85 _ — _ .85 _ .95 .75 1.50 1.38 1.45 1.50 1.38 1.67 1.25 1.67 1.50 _ 1.39 1.38 1.50 1.50 1.50 c .85 — _ _ .85 • — _ _ 1.50 1.38 1.45 1.50 1.38 1.67 1.25 1.67 1.50 _ 1.38 1.38 1.50 1.50 1.50 N .67 _ _ .76 .73 _ 1.37 a. 1.10 1.14 1.07 1.37 1.14 1.14 1.14 _ mm 1.06 56* HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Massachusetts p-148 County and City or Town source un¬ skilled intermediate Sk illeo laborer cement finish¬ ed helper con¬ crete iii xer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal PORKER helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Suffolk (continued) Chelsea wpa .85 — •75 •88 •85 — .95 .75 1.50 1.38 1.45 1.50 1.38- 1.67 1.00 1.67 1.50 1.38 1.37 1.50 1.50 1.50 1.63 OD 4 .63 - — — — — — — .65 — - — _ 1.38 — — — — — — — _ — _ Long island 06 2 .63 — — — — — — — .65 — — — _ 1.38 _ _ _ _ _ _ _ _ mm * Worcester Worcester wpa .65 _ •75 •68 •90 — — •95 .60 1.50 1.18 1.50 1.25 1.38- 1.50 1.00 1.50 1.20 _ 1.38 1.38 1.20 1.50 1.50 1.63 db 4 .65 — — — <_ — — _ 1.18 1.50 1.25 — 1.50 1.00 1.50 1.20 _ _ 1.20 1.50 «. pwa .65 KB — .90 _ mm .95 .70 1.50 1.18 1.50 1.25 1.58 1.50 1.00 1.50 1.13 _ _ 1.32 1.13 1.50 1.50 y Rate* are for Oak bluffs. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations P—148 County and City or Town source un¬ skilled intermediate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier 'lumber helper sheet metal worker helper tile layer helper truck driver (over It t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal paintes plas¬ terer plumb¬ er rein— foro— ing steel worker ioofer, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer ALGER •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1 .00 .57 .90 1.00 1.00 1.00 1.25 Grand Mara is OB 2 .40 - .65 .50 id <0 .50 — .60 — 1.25 .85 .75 1.00 1.25 1.00 .85 1.25 1.00 — _ .80 1.00 1.25 1.00 berrien •PA .44 .60 .57 .60 .60 .60 .60 .60 .50 1.50 .91 .86 .91 1.25 .91 .91 1.25 .91 .63 .91 .91 .91 1.50 1.25 benton harbor DB 1 .50 - .60 .65 - .65 - — .50 1.25 .85 .90 .75 — 1.05 .75 1.25 1.00 .60 .75 .75 1.00 1.20 nilcs DB 2 .60 — - .60 - .65 - — — 1.25 1.00 — 1.00 — — .75 — 1.25 _ _ 1.25 1.20 _ Calhoun •PA .52 .61 .63 .61 .61 .61 .61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 Battle creek P*A .60 - - - .75 - - .75 .65 1.50 1.00 1.25 1.13 1.50 1.25 .90 1.50 1.25 1.25 — — 1.25 1.50 _ AFL .65 - - - .75 - - .75 1.50 1.00 1.25 1.13 1.50 1.25 .90 1.25 1.25 1.25 _ _ 1.25 1.50 _ Charlevoix •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1.25 Charlevoix DB 2 .40 - .50 .50 .55 .50 - - - 1.50 .75 1.00 1.00 1.00 1.00 .75 1.00 1.00 .60 — .75 1.00 1.00 — St. Janes DB 3 .40 - .50 .50 .55 .50 — — — 1.50 .75 1.00 1.00 1.00 1.00 .75 1.00 1.00 .60 _ .75 1.00 1.00 _ Chippewa •PA .40 .50 .50 .50 .50 .50 .50 O IO • .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.00 1.25 fort brady DB 3 .50 _ .65 — _ _ 1.25 .75 .75 .75 1.25 1.00 .75 1.25 1.00 1.00 .80 .80 1.00 1.25 1.25 sault ste. Marie DB 3 .50 _ .65 .60 .60 .60 _ mm .50?/ 1.25 1.00 .75 .75 1.25 1.00 .75 1.25 1.00 1 .00 .80 .80 1.00 1 .25 1.25 ■hitefish point DB 2 .50 _ .65 _ _ mm mm 1.25 1.00 .75 .75 1.25 1.00 .75 1.25 1.00 1.00 .80 1.00 1.25 1.25 delta •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.00 1.25 e8canaba DB 2 .40 — .65 .50 .60 .60 — — — 1.25 .75 .75 .75 _ 1.00 .85 1.00 1.00 .85 .85 1.00 1.25 1.00 faton •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1,00 1,50 1.25 grand ledge DB 3 .60 .75 .85 .70 .90 .60 1.50 1.00 1.25 1.13 1.25 1.00 1.50 1.13 1.25 .90 1.00 1.13 1.50 1.50 genesee •PA .60 .75 .68 .75 .75 .75 .75 .96 .65 1.50 1.00 1.00 1.25 1.25 1.25 1.00 1.25 1.25 .85 1.00 1.00 1.25 1.50 1.25 Flint db 4 .70 — — .80 — .90 .60 1.50 1.00 * 1.00 1.25 _ mm 1.25 PVA .AO _ mm .70 mm 1.10 .60- 1.50 1 .00 1 .CO 1.38 1.25- 1 .00 1.00 1.25 1.25 1.00 1.00 1.00 1.25 1.50 1.25 .85 1.50 AFL .70 — mm .90 mm _ .90 .75 1.50 1.00 1.00 1.38 1.00 1.00 1.25 1.25 1.00 1.00 1.00 1.25 1.50 1.50 C •20— — — mm .20- mm — 1.50 .80- .60- .90- 1.00 1.00 .50- 1.00 1.00 .75- .75- 1.00 .80- 1.50 .60 .60 1.00 .80 1.13 .90 .80 .80 1.25 Grand Traverse 1PA .49 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1.25 p.n.s. DB 2 .40 .50 r. .70 Houghton ■pa .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1 .00 .57 .90 .90 1.00 1.00 1.25 Caliiuft db 2 .60 .50 1.00 1.00 .65 1.13 .40 .80 57. MICHIGAN HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Michigan p—148 County and City or Town source UN¬ SKILLED i ntermed1 ate Sk illed laborer cement finish¬ er helper cow- crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal WORKER helper Tl« layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron •orker tile layer HURON •PA .36 .45 .45 .45 .45 .45 .45 in y • .45 1.25 .76 .69 .76 .76 .76 .76 1.25 .76 .50 .76 .76 .76 1 .25 Harbor beach db 2 o in • _ .75 .75 .50 mm 1.25 1.00 1.13 1.13 1.13 1 ,?=; 1 ,nn 1 ,?* 1 ,'x1 .75 1.00 1 -do 1 .13 P.N.S. ob 2 .50 - .75 .75 .50 - - 1.25 1 .00 1.13 1.13 1.25 1.00 1.25 1.00 .75 1.00 1.00 1.00 1.13 1.25 Ingham 1PA .52 .61 .63 .61 .61 .61 •61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 lansinq P*A .60 - - - - — — .90 .60- 1.50 1.00 1.25 1.25 1.50 1.25 1.00 1.50 1.13 1.25 .90 1.00 1.13 1.50 1.25 .75 AFL .60 - - - .65 - - .90 .80 1.50 1.00 1.50 1.13 1.50 1.25 1.00 1.50 1.13 1.50 .90 1.00 1.13 1.50 1.25 East Lansing ob 4 .60 - .80 - .75 - — — .60 — 1.00 1.25 1.13 — 1.25 1.00 1.50 1.13 1.25 1.00 1.00 1.13 1.50 1.50 IOSCO •PA .36 .45 .45 .45 .45 .45 .45 .45 .45 1.25 .76 .69 .76 .76 .76 .76 1.25 .76 .50 .76 .76 .76 1.25 tawas city DB 2 .40 - 1.00 .50 - .50 — — — 1.25 1.00 1,25 1.00 1.25 1.25 .75 1.50 1.25 .50 .75 1.25 1.25 JACKSON •PA .52 .61 .63 .61 .61 .61 •61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 jackson PtA .60 — _ _ .75 1.50 1.00 1.25 1.25 1.25- 1,25 1.00 jl.25 1.13 1.25 1.00 1.13 1.50 1.50 kalamazoo •PA .52 .61 .63 .61 .61 .61 •61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 camp Custer db 2 .60 .75 .75 .75 .70 — .65 .65 1.50 1.00 1.00 .90 .80- 1.00 1.00 1.25 1.20 1.25 .85 1.20 1.50 1.25 1.00 Kalamazoo db 1 .50 — .70 • — _ — .75 mm 1.50 1.13 .75 1.13 1.25 1.00 1.25 1.00 .60 .80 .90 1.00 1.25 1 .25 kent •PA .55 .63 .68 .63 .63 .63 •63 .63 .59 1.50 1.00 1.00 1.25 1.25 1.00 1.00 1.25 1.25 .77 1.00 1.00 1.00 1.25 1.25 Grand Rapi08 db 2 .55 — — .65 _ _ _ _ 1.13 _ mm .90 1.25 _ P*A .50 _ _ .60 _ .90 .60 1.50 1.00 1.25 1.25 1.50 1.25 .90 1.25 1.13 1.25 .80 .90 1.13 1.50 1 .25 AFL — — — — .60 _ .90 1.50 1.00 1.25 1.50 1.25 1.25 1.13 1.25 1.13 1.50 1.25 lowell ob 3 .55 - .70 — .70 .70 _ .65 _ 1.50 1.00 1.25 1.25 1.25 .90 1.25 1.25 1.25 .90 .90 1.25 1.50 1.25 KEWEENAW •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1 .00 1 .00 1 .25 Eagle harbor db 2 .40 .65 .55 .65 .50 1.25 .85 .75 1.00 .75 1.00 .85 1.25 1.00 .80 1.00 1.25 Lenawee •PA .40 .50 .50 .50 .50 .50 •50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1.25 Tfciimseh db 4 .50 _ .80 .65 .75 .. .75 .60 1.50 1 .00 1.25 1.13 __ 1.50 1 .00 1.50 1 .13 1 .?5 1.00 1 .00 1 .13 1 .'SO 1 .?«s Macomb wpa .60 .75 .68 .75 .75 .75 .75 .96 .65 1.50 1.00 1.00 1.25 1.25 1.25 1.00 1.25 1.25 .85 1.00 1.00 1.25 1.50 1.25 selfridge field db 1 .60 - - - - — - - — — 1.25 — — _ — — _ 1.25 1.25 st.clair flats db 2 .60 - - - — — — .95 — 1 .50 1.25 1.25 1.65 — 1.50 1.25 1.55 1.50 1.25 1.50 1.50 1.50 P.n.S. db 4 .60 - — — — — _ .75 1.50 1.25 1.25 1.65 1.50 1.50 1.25 1.55 1.50 1.25 1.25 1.25 1.50 1.50 MAN 16TEE •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.0c 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1 .25 59 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Michigan p—148 County and City or Town source un¬ billed Intermediate SK i LLED laborer cement r1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein- ford¬ ing steel worker toorcR, compo¬ sition 8heet metal worker steam fitter struc¬ tural iron worker tile layer manistee (continued) man 1stpe dr 2 .40 .50 .60 .60 _ .50 — — — 1.25 .70 .75 1.00 ,65 .70 .60 1.25 1,00 1.25 — .75 .75 1.25 1.00 marouette ■pa .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.00 1.25 1shpem1mg db 2 .40 _ .50 .50 _ — .50 - - .75 1.00 - - .85 1.25 .88 - — - .88 - - marquette dr 4 .40 .65 .50 .65 .50 _ .60 .50 1.25 1.00 .75 1.00 — — ,95 1.25 ,99 — — .90 — — 1.25 monroe ■pa .47 .60 .62 .60 .60 .60 .60 .60 .55 1.00 1.00 1.00 1 .00 1.25 1.00 1.00 1.25 1,10 ,68 1,00 1,00 1.10 1.50 1,50 monroe pwa .65 .75 _ .80 .75 1.50 1.25 1.63 1.65 1.50 1.63 1.00 1.63 1.50 1.25 1.25 1.25 1.50 1.63 — afl .65 r. .75 _ _ .80 .75 1.50 1.25 1.63 1.65 1.50 1.63 1.00 1,63 1.50 1.25 1.25 1.25 1.50 1.63 — montcalm wpa .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 ,90 1.25 1.00 .57 .90 .90 1.0c 1.50 1.25 greenville db 2 .55 .70 .70 .65 .60 1 .50 1.00 1.00 1.13 1.25 .90 1.25 1.13 1.25 .90 .90 1.13 1.50 1.25 MtlSKFGQN ■pa .52 .61 .63 .61 .61 .61 .61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 Muskegon pwa .60 .60 .60 1.50 1.00 1.00 1.13 1.50 1,25 1.0c 1.25 1,13 1.25 ,75 .85 1.13 1.50 1.50 afl .55 mm .. _ 1.50 1.00 1 .co 1.13 1.50 1.25 1.00 1.25 1.13 — - 1.13 1.50 1.50 flaki and ■pa .60 .75 .68 .75 .75 .75 .75 .96 .65 1.50 1.00 1.00 1.25 1.25 1.25 1.00 1.25 1.25 .85 1.00 1.00 1.25 1.50 1.25 P.N.S. pwa .70 .80 _ — — 1.50 1.25 - 1.63 1 .25- - 1.25 1 .50 1.50 - - - 1.50 - 1.50 1.40 afl .70 M — _ .80 — — — — 1.50 1.25 — 1.63 - - 1.25 1.50 1.50 - - - 1.50 - 1.50 pontiac db 2 .50 _ _ — — — — — - - - - - - 1.00 1.50 - - - - - - - oceana ■pa .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1,25 hart db 2 .50 .80 .75 .55 .55 — .55 .55 1.50 1.00 1.00 1.13 - 1.05 1.00 1.25 1.13 1.25 .75 .85 1.13 1.50 1.25 qttawa ■pa .44 .60 .57 .60 .60 .60 .60 .60 .50 1.50 .91 .86 .91 1.25 .91 .91 1.25 .91 .63 .91 .91 .91 1.50 1.25 holland dr 2 .45 .50 .50 ■a .50 _ _ _ 1.25 .90 .90 .80 1.00 1.00 .60 1.25 1.00 .75 - .75 1.00 1.50 1.25 Saginaw ■pa .47 .60 .62 .60 .60 .60 .60 .60 .55 1.50 1.00 1.00 1.00 1.25 1.00 1.00 1.25 1.10 .68 1.00 1.c0 1.10 1.50 1.50 saginaw db 2 .50 _ _ — — — — .70 — — - - - - .80 1.50 - - - - - - - pwa .65 | .75 _ .75 .70 1.50 1.00 1.00 1.00 1.50 1.25 .80 1.50 1 .20 1.25 .80 .90 1.20 1.50 1 ,50 afi .65 .75 1.50 1.00 1.20 1.25 1.50 1.20 - - - 1.20 - - STa Clair ■pa .44 .60 .57 .60 .60 .60 .60 .60 .50 1.50 .91 .86 .91 1.25 .91 .91 1.25 .91 .63 .91 .91 .91 1.50 1.25 port huron db 2 .50 _ _ .60 .75 — — — 1.00 1.1c - - - .85 1.25 1.00 - - .90 - 1.50 — tuscola ■pa .36 .45 .45 .45 .45 .45 .45 .45 .45 1.25 .76 .69 .76 .76 .76 .76 1.25 .76 .50 .76 .76 .76 — 1.25 Caro db 3 .40- _ .60 .60 .75 .50 — .50 1.25 1.00 1.00 1.00 - 1.25 .80 1.25 1.00 .80 .eo .90 1.00 1.13 1.25 .50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations 60. MICHIGAN P—148 County and City or Town SOURCE UN- SKI LLED 1 ntermed1 ate SK 1 LLED LABORER CEMENT f1n1sh- ER HELPER COW- CRETE MIXER OPERA¬ TOR ELEC¬ TRICIAN HELPER HOO CARRIER PLUMBER HELPER SHEET METAL worker HELPER TILE LAYER HELPER TRUCK DRIVER (over 1* tons) BRICK¬ LAYER CARPEN¬ TER CEMENT FIN¬ ISHER ELEC¬ TRICIAN engi¬ NEER, hoist¬ ing LATHER, METAL PAINTER plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker toorcR, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer van buren •PA .40 .50 .50 .50 .50 .50 .50 .50 .50 1.25 .90 .75 1.00 1.00 .90 .90 1.25 1.00 .57 .90 .90 1.00 1.50 1.25 PA* PAW DB 4 .60 - .60 .75 .75 .70 - .75 .65 1.50 1.13 1.25 1.13 1.13 1.25 1.00 1.25 1.13 1.25 1.00 1.00 1.13 1.50 1.50 WASHTENAW •PA .52 .61 .63 .61 .61 .61 .61 .61 .57 1.50 1.00 1.00 1.13 1.25 1.00 1.00 1.25 1.13 .73 1.00 1.00 1.13 1.50 1.50 ann arbor P»A .65 - - - .80 - - - .75 1.50 1.00 1.25 1.25 1.25- - 1.05 1.50 1.13 1.25 1.00 1.25 1.13 1.50 - 1.40 AFL .65 - - - .80 - - - .75 1.50 1.00 1.25 1.25 - - 1.05 1.50 1.13 - 1.00 1.25 1.13 - - milan DB 3 .50 - .60- .65 .75 - - - .75 1.25 .90 1.00 1.00 1.20 1.20 1.00 1.13 .90 .75 1.00 1.20 .90 1.20 - .80 •ayne •PA .60 .75 .85 .75 in r- • : .75 .75 .95 | .85 1.50 1.25 1.25 1.59 1.50 1.50 1.25 1.53 1.50 1.25 1.25 1.25 1.50 1 * 50, / 1.50 Dearborn DB 4 .65 - - - - - - - .75 1.50 1.25 - 1.65 1.50V - - - 1.502/ .65 1.002/ - - 1.5oV - detroit DB 3 .70 - - - .70?/ - - .95 .75 1.50 1.25 1.25 1.65 1.50 1.50 1.25 1.55 1.50 1.25 1.25 1.25 1.50 1.50 1.50 PWA .70 - - - - - - .75 .85 1.50 1.25 1.25 1.65 1.50 1.50 1.25 1.55 1.50 1.25 1.25 1.25 1.50 1.50 1.50 AFL .70 - - - .85 - - .95 .85 1.50 1.25 1.25 1.65 1.50 1.50 1.25 1.55 1.50 1.25 1.25 1.25 1.50 1.50 1.50 C .70 - - - .80 - - - - 1.50 1.25 1.25 1.65 1.50 1.38- 1.25 1.55 1.50 - 1.25 1.25 1.50 1.50 1.50 1.50 fort wayne DB 3 .70 - - - - - - .95 .75 1.50 1.25 1.25 1.65 1.50 1.50 1.25 1.55 1.50 1.25 1.25 1.50 1.50 1.50 1.50 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Minnesota P—148 County and City or Town source un- SKI LLEO 1 NTERMEDI ATE Skilled laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal WORKER helper t1le layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8teel worker ioofer, compo¬ sition sheet metal worker steam ritter struc¬ tural iron worker tile layer beltrami •PA .44 - .50- .50 .50 .50 .50 .50 .55 1.20 .85 .85 .80 .90 .80 .80 1.20 1.00 .65 .80 .90 1.00 1.50 .90 .60 redlake DB 4 .55 - - - - .75 - - - - - - 1.00 - - - - 1.00 - - - - 1.50 - Blue Earth •PA .44 - .50- .50 .50 .50 «-/0 .50 .55 1.20 .85 .85 .80 .90 .80 .80 1.20 1 .00 .65 .80 .90 1.00 1.50 .90 .60 mankato DB 4 .55 - - - .60 - - - .70 1.25 1.00 1.00 - 1.20 - - - - - — — - - - Cook •PA .40 - .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 .50 Grand marais DB 2 .50 - - .50 — r .so - - — 1.25 1.00 .75 .75 1.00 — .80 .75 .75 — — 1.00 1.00 1.35 1.00 Cottonwood •PA .40 - .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 .50 •indom DB 4 .45 — .50- .55 .55 .60 .60 .55 .55 1.25 1.00 .90 1.00 1.25 1.00 1.20 1.00 1.20 .90 1.00 1.00 1.20 1.25 .60 Dakota •PA .63 .75- .75 .75 .75 .75 .81 .75 1.38 1.25 1.25 1.35 1.40 1.50 1.20 1 .50 1.25 1.50 1.20 1.25 1.38 1.50 1.33 .85 Mississippi River DB 3 .50 _ .60 M .65 1.38 .85 .90 1.10 . mm .80 1.00 1.50 Fillmore •PA .40 _ .50 .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 spring valley DB 2 .40 — .45- .45 .55 .45 .55 .55 .55 1.25 1.00 .90 1.00 1.00 1.00 1.25 1.00 .80 .90 1.00 1.00 1.00 1.25 .65 Freeborn •PA .50 .57- .57 .57 .57 .57 .57 .65 1.20 .85 .85 .80 .90 .80 .80 1.20 . 00 .72 .80 .90 1.00 1.50 .90 .60 Albert lea DB 3 .45 _ — m M _ _ 1.00 1.25 _ _ _ _ — — floodhuf •PA .50 .57- .57 .57 .57 .57 .57 .57 1.20 .85 .85 .80 .90 .80 .80 1.20 1.00 .72 .80 .90 1.00 1.50 .90 .60 Mississippi River DB 3 .50 _ _ M _ _ 1.25 1.10 1.25 1.25 1.25 1.25 1.25 1.20 1.25 — — — red wimo PWA .60 .70 _ .50 1 .25 .85 1 .40 ,, .75 hennepin •PA .69 _ .85 .85 .85 .85 .85 .85 .75 1.38 1.25 1.25 1.50 1.40 *1 .50 1.25 1.50 1.38 1.50 1.20 1.25 1.38 1 .50 1.33 Fort Smelling DB 4 .85 .95 - r _ .75 1.38 1.25 1.25 1.38f/ mm 1.25 1 .pp2/ 1.50 Mi _ ulmnfapolib nR 4 .55- .95 .7*5 1 .38 1.25 1.25 1.38 1.403/ 1 .5Cc!/ 1 .25 1.50 1.36 1.25;?/ 1.20 1.25 1.38 1.50 — 1 .10 P*A .85 — — _ .95 .85 .85- 1.38 1.25 1.25 1.38 1.25- 1.50 1.25 1.50 1 .38 1.50 1.20 1.25 1.38 1.50 1.33 .95 1.38 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Minnesota p—148 County and City or Town 80urce un¬ skilled intermedi ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- tri ci an helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing 8teel worker toorcR, compo¬ sition sheet metal worker steam fitter struc¬ tural iron •orker tile layer hennepin (continued) mlnnfapol is (continued) afl .85 — — — .95 - ~ .85 .95 1.38 1.25 1.25 1.38 - 'l .50 1.25 1.50 1.38 1.50 1.20 1.25 1.38 1.50 1.33 C .85 — _ — 1.15 - — - - 1.38 1.25 1.25 1.38 1.40 1.50 1.25 1.50 1.38 - 1.20 1.25 1.38 1.50 1.33 hubbard •pa .40 _ .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 .50 Park Rapids ob 2 .40 _ .50- .50 .55 .50 — - .55 1.25 1.00 .85 1 .00 - 1.35 1.00 1.35 1.00 - 1.00 1.00 1.00 1.00 1.25 .60 isanti •pa .40 _ .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 ,90 1.00 1.50 ,75 .50 cambridge ob 2 .60 _ .70 .60 _ .63 .. — .70 1.25 1.1© 1.00 1.20 - 1.50 1.00 1.50 1.20 1.25 1.10 1.20 1.20 1.38 - Lyon •pa .40 _ .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 ,65 .60 1.00 1.00 .55 .60 .90 1,00 1.50 .75 .50 marshall db 1 .40 .50 .50 mm _ .55 1.38 1.25 1.25 1.25 _ _ 1.20 — 1.20 — _ — 1.20 — _ PINE •pa .40 .45- .45 .45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 .50 Sandstone db 3 .60 .63 .60 .70 .63 1.25 1.13 1.25 1.00 _ 1.35?/ 1.00 1.50?/ 1.25 1.25 1.00 1.10 1.25 1.50 1.132/ pipestone •pa .40 - .45- .45 ,45 .45 .45 .45 .55 1.20 .65 .65 .65 .90 .65 .60 1.00 1.00 .55 .60 .90 1.00 1.50 .75 .50 pipestone ob 1 .40 - .50 - - - - - .55 - 1.00 - - .75 - 1.00 - 1.00 - - - - - - Ramsey •pa .63 - .75- - .75 .75 .75 .81 .75 1.38 1.25 1.25 1.35 1.40 1.50 1.20 1.50 1.25 1.50 1.20 1.25 1.38 1.50 1.33 .85 Fort snelling db 4 .85 - - - .95 - .60?/ .80?/ .75 1.38 1.25 1.25 1.38?/ 1.40?/ 1.50?/ 1.25 1.50?/ 1.38?/ 1.50 1.205/ 1.25?/ 1.385/ 1 .50 1.33?/ St. Paul or 2 .75 a. .90 _ «_ .60 .80 .75 1.38 1.25 1.25 1.35 _ 1.50 1.20 1.50 1.25 1.50 1.20 1.25 1.38 1.50 1.33 P*a .75 _ .85 _ .80 .75 1.38 1.25 1.25 1.35 1.40 1.50 1.20 1.50 1.25 1.50 1.25 1.25 1.38 1.50 1.33 afl .75 — _ .85 — — .80 — 1.38 1.25 1.25 1.35 1.40 1.50 1.20 i 1.50 1.35 1.50 1.25 1.25 1.38 1.50 1.33 c .75 - - - .85 - - - - 1.38 1.25 1.25 1.35 1.40 1.50 1.20 1.50 1.25 - 1.10 1.25 1.25 1.50 1.33 st. louis •pa .63 _ .75 .75 .75 .75 .75 .75 .75 1.25 1.13 1 .CXI 1.13 1.13 1.35 1.00 1.35 1.25 1.25 .97 1.10 1.25 1.50 1.25 chisholm ob 3 .63 — .75 .75 .75 — .75 .75 1.25 1.13 1.00 1.13 1.10 . 1.00 1.35 1.25 1.00 1.00 1.00 1.25 1.50 1.25 puluth db 3 .63 _ — — — — — — — 1.25?/ 1.13 1.00?/ 1.13?/ 1.40?/ 1.35 y 1.00 1.35?/ 1 .25 y 1.50?/ 1.25?/ 1.10 1.25?/ 1.50 - pwa .63 - - - - - - .70 .90- 1.25 1.13 1.00 1.13 - 1.35 1.00 1.35 1.25 1.25 1.00 1.10 1.25 1.50 1.25 1.00 c .60 — - - .60 - - - - 1.25 1.13 1.00 1.13 1.13 1.35 1.00 1.35 1.25 - 1 .co 1.10 1.25 1.50 1.25 hlbeing PWA .75 — - — — — — .75 .60 1.25 1.13 1.25 1.00 1.25- - 1.00 1.25 1.20 1.25 - - 1.20 1.50 1.25 1.40 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations p-148 County and City or Town source UN¬ SKILLED 1 ntermedi ate Sk i lled laborer cement finish¬ er helper cow- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— ford— ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer St. Loui8 (Continued) ribbing (Continued) afl .75 - - - .90 - - .75 - 1.25 1.13 1.25 1.00 - - 1.00 1.25 1.25 - - - 1.20 - 1.25 virginia DB 3 .63 - - - .75 - .63 - - 1.25 1.13 - - - - 1.00 - 1.25 - - 1.00 1.25 - - vashington vpa .44- - .50- .50 .50- .50- .50- .50- .55- 1.20- .85- .85- •80— .90- .80- .80- 1.20- 1.00- .65- .80- .90- 1.00- 1.50 .90- .63 .85 .75 .75 .75 .81 .75 1.38 1.25 1.25 1.35 1.40 1.50 1.20 1.50 1.25 1.50 1.20 1.25 1.38 1.33 mi6si6sippi river DB 3 .50 - - .60 - - - - - - - - 1.00 - - - - - - - - - 1.50 - • i nona vpa*/ .44 - .50- .50 .50 .50 .50 .50 .55 1.20 .85 .85 .80 .90 .80 .80 1.20 1.00 .65 .80 .90 1.00 1.50 .90 .60 mi86i66ippi River DB 3 .50 - - - - - - - .55V' 1.25 1.00 .85 1.00 1 .25,!/ - .90 1.25 1.00 - .90 - - - - vi nona vpa .50 — .57- .57 .57 .57 .57 .57 .57 1.20 .85 .85 .80 .90 .80 .80 1.20 1.C0 .72 .80 .90 1.00 1.50 .90 .60 p»a .50 — — — .60 — _ .60 .55 1.25 .90 .85 .80 1.00- .90 .80 1.25 1.00 1.50 .90 .90 1.00 1.50 1.10 1.30 63. MINNESOTA a/ Excluding vinona town. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations Mississippi P—148 County and City or Town SOURCE UN¬ SKILLED 1 ntermed1 ate SK illed LABORER CEMENT F1N1SH- ER HELPER CON¬ CRETE MIXER OPERA¬ TOR ELEC¬ TRICIAN HELPER HOO CARRIER SLUMBER HELPER SHEET METAL WORKER HELPER TILE LAYER HELPER TRUCK DRIVER (over 1* T0N8) BRICK¬ LAYER CARPEN¬ TER CEMENT FIN¬ ISHER ELEC¬ TRICIAN ENGI¬ NEER, HOIST¬ ING LATHER METAL PAINTER PLAS¬ TERER PLUMB¬ ER REIN¬ FORC¬ ING STEEL WORKER toorcR, COMPO¬ SITION SHEET METAL WORKER STEAM TITTER STRUC¬ TURAL IRON WORKER TILE LAYER WPA .23 .65 .35 .50 ,50 .50 .40 - .35 1.25 ,65 ,85 .85 1.00 .65 .85 .85 .75 .65 .75 .95 1.25 .85 MOMOCHITTO RIVER r>R 7 .30 - _ Ml - — mm -40 - .?Q — • mm mm ALCORN WPA ,22 .45 .30 .40 .40 .40 .40 - .30 1.00 .50 .65 .65 1.00 .50 .50 .65 .65 .65 .50 .50 .65 1.25 .65 CORINTH OB 1 .30 - - - .40 - - - - - .75 1.00 1.00 - .6* 1.00 1.00 MP .85 .85 1.00 m mm Attala WPA .25 .50 .30 .50 ,50 .50 ,40 — .35 1,25 .60 .75 .75 1.00 .60 .60 .80 .75 .65 .60 .60 .75 1.25 .80 ETHEL (NEAR} DP 4 .25 m m m MB .. mm » .3m .65 .65 MB mm mm mm mm BOLIVAR WPA .19 .45 .30 .40 ,40 .40 .25 _ .35 1.00 ,55 .70 .70 1.00 .55 .55 .70 .70 .65 .55 .55 .70 1.25 .70 MISSISSIPPI RIVER OB 3 .30 _ •55 .. .40 1.00 MB 1.00 m mm MB Chickasaw WPA .20 .40 .25 .40 .40 .40 .25 - .30 1.00 .40 .60 .60 1.00 .40 .40 .60 .60 .60 .40 .40 .60 1.25 ,60 HOUSTON OR 3 ,40 „ .50- .40 .50 .50 MB .60 .45 1.00 1.00 1,00 1.00 1.00 1 ,00 1.00 1.00 ,70 i.OO 1 ,O0 1 tm t .on 1 tnn .70 Coahoma WPA .23 .45 .35 .50 .50 .50 .40 - .35 1.00 .65 .85 .85 1.00 .65 .65 .85 .85 .75 .60 .65 .85 1.25 .85 MISSISSIPPI RIVER 33 2 ,30 mm •-4 - - MB - - .40 — - - 1.00 — - — — BP — Forrest WPA ,30 .50 .40 .40 .50 .60 .50 _ .40 1.25 .75 _ .75 1.00 .75 .75 1.00 1.00 .75 .75 .75 .75 1.25 1.00 Hattiesburg DB 4 .40 m .40- MB .40 .40 - .50 .50 1.25 .75 1.00 1.00 1,00 .75 1,00 1.00 1.00 .85 1.00 1.00 1.25 1.25 .50 Karri son WPA .40 .85 .50 .60 .75 .60 ,60 - .60 1.25 1.00 1.25 1.00 1,00 1.25 .90 1.25 1.00 1.00 1.00 1.00 1.00 1.25 1.25 BILOXI OB 1 .40 - - .60 .60 ,60 mm - - 1.25 1,00 1.25 1.00 MB 1.25 1,00 1.25 1.05 - MM mm 1.05 MB GULFPORT OB 2 .40 - - .60 - .60 - B» - - 1.00 MB 1.00 — - 1.00 .. 1.05 - MB 1.00 MB 1.25 M ^WA .40 - mm - - .60 - .60 .60 1,50 1.00 1.25 1.00 1.00- 1.25 1 .00 1.25 1.00 1.00 1.00 1.00 1.25 1.25 1.25 1.25 An - - mm MB ,60 — — .75 MB 1.50 1,00 1.25 1,00 1.00- 1.25 1.00 1.25 1.00 1.00 1.00 1.00 1.25 1.25 1.25 1.25 HINDS WPA .30 .75 .40 .60 .75 .60 .55 mm .40 1.50 1,00 1,00 1,00 1.00 1,00 ,80 1.25 1.25 I .00 .88 .88 1.00 1.25 1.25 Jackson PWA .40 —n - mm - - .60 T .50 I. CO 1.25 1 -00 1-25- 1.00 -00 1-25 1.25 1.00 .88 1.00 1.25 1.25 1.50 1.50 AFL - - - - .60 mm — .60 - 1.50 1,00 1.25 1,00 1 ,00- 1 ,00 .90 1.25 1.25 1,00 MB 1,00 1.25 1.25 1.25 1.25 c .40 — mm MB .50 MB mm — mm 1.50 1.00 1.25 1.00 1 .00 1.00 .88 1.25 1.00 .88 .88 1.00 1.00 1.25 HUMPHREYS WPA .23 .50 .30 .40 .40 .40 .35 .30 1.00 I.00 .75 .75 1.00 .50 .50 .75 .75 .75 .50 .60 .75 1.25 .75 P-N-S- OB 4 .30 mm .. — .40 pb .85 BB 1.00 MB mm mm ITAWAMBA WPA , .20 .25 ,40 .40 .40 .25 - .30 1.00 ..,.40 ,60 .60 1 .00 ,40 ,40 .60 .60 .60 ,40 .40 ,60 ■i.sl ■w HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Mississippi p-146 County and City or Town source UN¬ SKILLED Intermediate sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier 'lumber helper sheet metal worker helper tile layer helper truck driver (over it t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer P.N.S. OB 1 .30 a - - mm — — — .40 _ _ — — l.!3 a a _ _ a _ _ w a Lauderdale wpa .40 .65 .40 .50 .65 .50 .50 - .40 1.25 .85 ,85 .85 1,10 .60 .75 1.10 .85 1,00 .85 .85 .95 1.25 1,10 urn101an OB 1 .30 m .35 .35 mm _ mm 1.25 1.00 1.00 1.00 mm 1.00 .85 1.25 — a .85 .85 a 1.00 a PWA a. a. a. mm _ mm 1.25 1,00 _ a a. _ — 1.25 - - — _ a — 1.25 1 incol n wpa .23 .65 .35 .50 .50 .50 .40 mm .35 1.25 .75 .85 .85 1.00 .65 .65 1.25 1.00 .75 .65 .75 .85 1.25 .85 OB 1 .25 _ .40 a •• a. mm .35 — .65 .65 .65 m ,65 m. - .35 - - mm .85 - Madison wpa .23 a .30 .50 .50 .50 .35 mm .30 1.25 .75 .75 .75 1.00 .55 .55 .75 .75 .65 .55 .55 .75 1.25 .75 p,n_st nR 7 .25 .40 mm mm mm .35 mm .65 .65 a _ _ _ _ a _ mm ■a a Neshoba wpa .23 .65 .30 .50 .50 •50 .25 .35 1.10 .60 .85 .85 1.00 .60 .60 .85 .85 .85 .60 .60 .85 1.25 .85 p.n.s. DB 3 .30 mm .35 .50 .35 mm mm. .35 1.25 .75 ».?5 1,00 ,40 1.00 ,65 1.25 .85 .AO a .85 .85 1.10 1.25 Newton wpa .23 .40 .30 .40 .40 .40 .40 - .30 1.10 .50 .65 .65 1,00 .50 .50 .65 .65 .65 .50 .50 .65 t.25 .65 CONFHATTA CB 3 .30 v> .35 .50 .35 — - ,35 1,25 ,75 1.25 1.00 .^0 1,00 .65 1,25 ,85 ,40 a ,85 ,85 1,10 1.25 Panola wpa .19 .45 .30 .40 .40 .40 .35 w - 1.00 - .70 .70 1.00 .55 .55 ,70 .70 .65 .55 .40 .70 1.25 .70 sard18 OB 4 .30 aa .45 mm mm mm mm mm .40 mm .75 .70 •a a _ a _ _ ,50 _ _ a a. a pike WPA .23 .65 .35 .50 .50 .50 .40 - .35 1.25 .85 .85 1.00 .65 .65 .85 .85 .75 .65 .75 .85 1,25 .85 UcCOMB pwa .35 a a WW .50 a •• — _ 1,25 .80 .50 1.00- i.06-. 1 .45 •79 1.35 a 1,00 _ m — 1,25 a 1.20 Prentiss WPA .20 .40 .25 .40 .40 .50 .25 mm ,30 1,00 - .60 ,60 1.00 .40 .40 1.00 .85 .60 .85 .40 .60 1.25 .60 b00nev1lle OB 3 ,40 .70 .40 .50 .50 m •60 .45 1,00 mm 1,00 1,00 - 1.00 1.00 1,00 1.00 .70 1,00 1,00 1.00 1.00 1,00 TAilAMATCHir WPA .19 .45 .30 .40 .40 .40 .35 «N .30 1.00 mm .70 .70 1.00 .55 .55 .70 .70 .65 .55 .55 .70 1.25 .70 Charleston DB 3 .30 mm .50 .40 mm .40 .40 •40 .40 1.00 .75 1.00 .90 a .75 .65 1.00 1 ,00 .50 .75 .85 1.00 1.00 1.00 tunica wpa .19 .45 .30 .40 .40 .40 .35 m .30 1.00 mm .70 ,70 1.00 .55 .55 .70 .70 .65 .55 •55 .70 1.25 .70 MISSISSIPPI RIVER OB 2 .30 aa mm •• mm .40 a mm mm 1.00 a _ a a _ _ a a. a a warren wpa .25 .75 .40 .60 ,60 .60 .50 «• .40 1.25 1.00 1.00 1,00 1.00 .85 .88 1.25 .85 .85 ,85 .85 .85 1,25 1.00 vick8burs DS 4 .30 .45 _ a a — — •45 1.25 .75 .75 .40 — .88 1.25 1.25 .50 - i.002 mm I.252 washington WPA .23 .65 .35 .50 ,50 .50 •40 — .35 1.00 _ ,85 .85 1.00 .65 .65 .65 .85 .75 .60 .65 .85 1.25 .85 flREFNVlllE nB 3 .30 WW _ T mm mm MB a. .75 a a,. _ .65 a .65 .75 •a .a mm LfLAN0 OB 2 .30 mm .50 mm .45 m .a mm • 30 1,00 .75 .75 .75 — .75 .65 1.00 .75 .50 .75 ,75 1.00 .75 1.00 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Mississippi P—148 County and City or Town source un¬ skilled 1 ntermed1 ate SK illed laborer cement tinish- er helper con¬ crete mixer opera¬ tor elec¬ trician HELPER hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement pin- i3her elec¬ trician engi¬ neer, hoist¬ ing lather metal painted plas¬ terer plumb¬ er rein— roro— ing steel worker loorcR, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer wayne wpa .23 .65 ,50 ,50 .50 ,40 ,40 - .30 1.25 .65 .80 .80 1.00 ,65 .65 ,80 .80 .75 .65 .65 .80 1.25 • 08 o Waynesboro ob 2 .30 .35 _ .35 .43 .35 1 .25 1.00 l .00 1.00 1.00 .85 1,25 1.00 ,40 .85 .35 1.00 1.00 1.25 wilkinson wpa .20 ,50 .30 .50 .50 .50 .40 mm .35 1,25 ,60 .75 .75 1.00 .60 .60 .75 .75 .60 .60 .60 .75 1.25 .75 HOMOCH1TTO river ob 2 .30 WW WW - - - - «M .40 W* .80 - - mm mm mm - - - - - - - - yazoo wpa .22 .45 .35 .40 ,40 .40 .40 mm .35 1.25 .60 .75 .75 1.00 .60 .60 .75 .75 .75 .60 .60 .75 1.25 .75 P.N.S. DB 3 .30 WW Ml _ _ _ - pm .40 - .p5* — l.OO2 - - - - - - - - - - - HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1928 Selected Occupations Missouri P—148 County and City or Town source UN¬ SKILLED 1 ntermed\ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet METAL WORKER helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather netal pa iter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fltter struc¬ tural iron worker tile layer Andrew wpa ,30 ,40 •*o ,40 ,40 .40 ,40 .40 .40 ,62 ,62 .62 .62 .62 .62 .62 .62 .62 .62 .62 .62 .62 .62 „ _ mm .40 .90 1.00 — „ mm callaway wpa .36 .46 .66 .46 .46 .46 f46 .46 .46 .66 .66 .66 .66 .66 .666 .66 .66 .66 .66 .66 .66 .66 .66 .66 mccreoie db 2 .35 •N .65 - .50 mm 1.25 1.00 i.CO 1,00 mm 1.25 1,00 1.25 i.io i.io 1.00 1.00 i.io 1.25 1.25 Cape giraroeau wpa ,28 .34 .34 .34 .34 .34 .34 .34 .34 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 jackson DB 2 .30 .50 mm .40 .31 .35 .50 .40 1.00 .75 .75 .65 mm .75 .60 1.00 .75 .60 .65 .75 .75 1.00 1.00 CLA CLAY wpa .30 .46 ,46 .46 .46 .46 .46 .46 .46 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 ,60 .60 .60 Excelsior springs db 3 .75 • - .75 i.oc mm - - .60 1.63 1.38 a. 1,38 - mm 1.38 1.58 I.5C - _ i.5C cole wpa .28 .46 .46 .46 .46 .46 .46 .46 .46 .66 .66 .66 ,66 .66 •66 .66 .66 .66 .66 .66 .66 .66 ,66 .66 jefferson city pwa o in • _ .75 _ .75 .65 1.25 1.10 1.25 i.io 1.50- 1.38 1,25 1.25 l,lc 1.75 1.50 1.25 i.io 1.75 1.25 2.00 dunklin wpa .25 .30 .30 .30 .30 .30 .30 ,30 .30 .34 •34 .34 .34 •34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 St. Francis River DB 3 .30 _ _ _ .40 _ .90 _ 1.00 .. _ _ — Franklin wpa .36 .46 .46 .46 .46 .46 .46 .46 .46 .66 .66 ,66 .66 .66 .66 .66 .66 .66 .66 .66 .66 .66 .66 .66 69 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations Missouri p—146 County and City or Town source un¬ skilled intermediate SK 1 LLED laborer cement finish¬ er helper cot*- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over It t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein- ford¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer st. louis wpa .44 06O .60 .60 •60_ ,60 ,60 .60 < cj co • .82 .82 .82 .82 .82 .82 .82 •82. .82 .82 .82 .82 .82 .82 jefferson barracks db 4 .68 - .68 i.oo3 - - ,85 .80- 1 .50 1.50 1.58 1.50 1.50- 1.63 1.50 1.75 1.63 i.753 1.38 l#503 it633 i.753 1 .50 1.00 2.003 st. louis city wpa .50 .68 .68 .68 .68 .68 .68 .68 ,68 ,88 .88 ,88 .88 .88 .88 co 00 • .88 •88 _ .88 .88 .88 go 00 • .88 .88 db 4 „683 — mm .40- .47—j •85 .80^ l.SO3 1.50' «.58j 1.50 3 1.63 1.50 5 1.63 .. 1.38 3 1.5ft . 3 i.M n75 l.50z 1.00 1.26 1.00 i.co pwa ,88 «. m 1.00 m mm .85 .70 1*50 1.50 1.58 1.50 1.50- 1.63 1.50 1.75 1.63 1.75 1.38 1.50 1.63 1.50 2.00 AFL .88 • mm •m 1.00 — — .85 — 1.50 1.50 1,58 1,50 1.50— 1.63 1.50 1,75 1.63 1,75 1.38 1.50 1.63 1. 0 1.50 2.00 c .88 „ m. mm 1.00 _ mm • 1.50 1.50 1.58 1.50 1.50— 1.63 1.50 1.75 1.63 • 1.38 1.50 1.63 1.75 1.50 2.00 big horn WPA •63 .85 *» .85 1,21 .85 ,85 .85 .86 1.51 1,26 1,5l 1.26 1.51 1.21 1.51 1 .51 «5sb 1 »?I ' | ,5| 1 «?6 crow agency db 3 .50 - .75 - - .75 mm - .85 1.38 1.00 1.00 1.13 1.00 1.25 1.00 1.50 1.25 1.25 1.13 l .00 1,25 l ,25 19xn st. xavicr DB 3 .60 - .75 mm .75 - mm - .85 1,50 1.00 i.co 1.00 mm P.n. S. oe 3 .50 — .75 mm -i .75 mm mm .85 1.38 1.00 1.00 1.13 i.co 1.25 i.co 1.50 1.25 1.25 1,1 3 i .or 1 ,75 1 ,75 1 ela ine WPA .55 .75 mm .75 1.01 .75 .75 .75 .62 i.ol i.cl i.cl i.ol 1 .01 1 ,•) 1,26 ■ ,76 t .ni i r>« hays db 3 j 50 «m ,75 .65 .75 mm .75 .60 1.50 1.00 l.?0 i .00 .75 1,50 1,00 1,50 1,75 07o 1 ,of! —l.n ' 1 »oo | ,25 1,20 —hrvf— 1 m25 cascade WPA .70 .90 mm .90 1.13 .90 .90 .90 1,03 1.64 1.51 l.5| 1.3ft • -Si *t?4 1.38 1.20 1.24 1.38 1.24 mm qrea® Falls dbl .90 - mm - mm mm 1.25 1.63 1.50 1.65 1.38 1.65 1.25 1,65 l,752 1.25 1.25 1.25 1.25 mm PWA .90 _ - — i • 13 _ — 1.13 1.15 1.50 1.50 1.50 1.38 1.50 1.50 1.25 1.65 1.38 1.25 1.25 1.25 i,3e 1.25 1.50 AFL .90 1.13 mm mm 1 • 13 1.15 1.50 1.50 1.50 1.38 1.50 1.50 1.25 1.65 1.38 1.25 1.75 1 ,75 1 .3r 1 ,'5 i m*ry deerlodqe WPA .73 .84 - .84 1.24 .84 .84 ,84 .95 1.64 1.24 1.75 mm 1.64 1 « 24 1 ~5s f* 1 ,7a i .51 1 Anaconda (near) db 3 .65 ob mm .85- .. 1.20 mm ww 1.20 ... 1.00 glacier WPA .50 .56 .56 .81 .56 .56 .56 .69 .81 .81 .81 .81 rrl T ft i .fli «fll .81 ,81 ,bl Bass DB 2 .60 •w .70 n» 1.20 1,25 1,20 1,50 i„70 Browning (near) OB 3 .65 - ,83 - •ft mm - — .95 — 1,20 mm _ mm mm Glacier Park db 3 .65 .83 _ .95 .70 .90 1.00 .75 1.63 1.25 1,20 ifoo- 1,20 1,25 i ,51"! 1 ,70 i.oo 1 , 13 1 »|3 1 .20 1 ^2^ i ^50 1.50 hill wpa .61 .76 .76 1.00 .76 .76 .76 .69 i .51 1.26 : .00 .26 i ,00 1,00 1,51 i ,s| 1 ooo 1 ,00 i ,no i ,no rocky boy db 3 .60 .75 .75 .75 .75 .60 1.50 1.20 1.20 1.20 .75 1,50 1 ,20 1,50 1 ,70 ,70 i «?o 1.20 1 .2° 1.25 jefferson wpa •6| .75 am .75 i.cl .75 .75 .75 .85 1.64 1.26 i.cl 1.51 _ 1.51 i.cl 1.51 1.51 i.cl i.cl 1.51 i.ol whitehall db 3 .60 1.33 mm ok .90 2.00 1.50 2,00 1,50 lewis ano clark wpa .76 .89 •• .89 1.00 .89 .89 .89 1.08 1.51 1,14 1.51 1.14 mm 1.26 1.14 1 .51 1.38 mm i.co 1,26 1.26 mm helena db 3 .75 - 1.00 .75 1.00 •» .75 _ 1,15 1.50 1.13 1.50 1.25 mm 1.13 1.50 1,25 mae 1,50 pwa .75 _ 1,00 1.00 .75 1.50 1.13 1.50 1.13 1.25 1.50 1.38 1,50 1,25 1 ,3ft 1,50 c .75 mm 1 .00 t«s 1.50 1 ti 3 1,50 l ,50 l .25- 1 ,50 1 ,|3 1,50 1 ,3fi ',75 1 .25 i ,33 1 ,^0 1 ^50 1.50 lincoln wpa .61 .75 — .75 i.ol .75 .75 .75 .85 1.64 1.26 i.ol 1.51 _ (.51 i.cl 1.51 1.51 — i.ol i .01 1 .51 i.ol mm Libby (near) de 2 .65 — _ mm .95 1.20 1.20 — I HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations p—148 County and City or Town source un¬ skilled 1 ntermed1 ate sk 1 lled laborer cement f1n1sh— er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing latherj metal painter plas¬ terer plumb¬ er rein— roRo— 1 no steel worker loorer, compo¬ sition 8heet metal worker STEAM FITTER STRUC¬ TURAL IRON worker tile layer ulneral v/d," .61 .75 mt .75 1 ,01 .75 .75 .75 .85 1,64 1.26 l.Ol 1 ,51 - 1 .51 l.Ol 1 .51 1,51 - l.Ol 1,01 l.5l l.Ol 9m alberton ob 3 - .83 - - - - - .85- - 1.25 1 .50 — 1.00 - — _ i.25 _ _ _ mm 1.20 v18soula spa .76 ,86 - .86 1.08 .86 .86 .86 .90 1.61 1.26 1 .51 1.36 _ 1.26 1.26 i.5l 1.39 — 1.08 1.08 1 .39 1.26 1,08 missoula db 3 .75 - - — 1.00 - — i.co .75- (.63 1.25 r i.5o 1.35 1.50 1.50 1.13 1.50 1.38 1.25 1 .13 1.13 1.38 1 .25 i .63 1.00 phillips wpa .55 ,75 _ .75 l.ol .75 .75 .75 .62 l.ol l.ol l.ol l.Ol mm 1 .01 i .01 I .06 •„26 MM 1 .0! l.Ol 1 .01 l.Ol 1 .01 Lodge pale 06 3 .50 .75 .65 - .75 .75 ,60 I .50 1.00 1.20 1,00 .75 1,50 i.oo 1.50 1.25 .70 1.00 1.00 1.25 1.20 1.25 powder rlvep wpa .55 .75 mm .75 l.Ol .75 .75 .75 .76 1 .01 1 ,0! l.Ol 1 .01 _ i ,01 1 .01 l.ol 1 .01 mm l.Ol 1,01 1 .01 1.0 1.01 p.u.s. db 3 .65 +*• — — — — mm .75- _ 1.20 _ mm mm 1.20 mm m, .85 Ravalli wpa .61 .75 mm .75 1 .01 .75 .75 .75 .85 1,64 1.26 l.Ol l.5l mm 1.51 l.Ol l.5l 1.5! mm l.ol l.Ol u5l 1,0 «.0l harry (nfar! dr 3 .65 mm mm ... .80- _ 1.20 .95 mm WM mm mm mm mm mm .95 hamilton ob 3 .75 - — — 1.00 — i .00 .75 1,63 1.25 1.50 1,35 1.50 1.50 1.! 3 1.50 1.38 1.25 1.13 1.13 1.33 1.25 1.63 pqosevelt wpa .55 .75 www .75 1 ,01 .75 .75 ,75 .62 l.Ol l.Ol l.ol 1.0! l.ct i .01 1,26 1.26 mm l.Ol 1.91 1.91 l.Ol 1.01 *olr point (near) de 2 .50 — .75 ,60 .75 .75 _ _ .66 1.50 1.00 1.20 1.00 • 75- 1.00 1.50 i.co .70 pm 1.20 1.00 1.20 M i.oo Rosebud spa .55 .75 *■ .75 1 .01 .75 .75 .75 .76 1*0! 1 w°! l.ol l.ol - l.Ol 1.01 1 .91 1 .01 -m l.Ol i .01 1.01 1.0! l.Ol birnfy db 3 .50 mm .75 *■» .75 ,75 M. _ .85 _ 1.00 1.00 1.13 1,00 1,25 1,00 r.5o 1,25 1.25 1.13 1.00 1.25 1.25 1.50 p'n.s. oe 3 .50 mm .75 mm .75 mm mm .95 1.38 1.00 i.00 1.13 1 .00 1.25 1.00 I .50 1.25 1.25 1.13 1.00 1.25 1.25 1 «50 Sanders wpa .6) .75 - .75 1,01 .75 . ?i .75 .86 1.64 1,26 1.01 1.51 www 1,51 1 ,01 l.5l 1.51 - l.Ol 1 .01 l«5l l.Ol 1 .01 dixon db 3 .75 _ 1,00 mm .9cv- 1.63 1.25 1.50 1.35 1.39 1.50 mm 1.50 1.38 mi l.!3 1.3! 1.00 plains' (near) Db 3 .65 mm www mm «. mm .85- 1.20 •** 1.00 mm 1.00 mm mm mm mm .95 silver bow wpa .80 .92 www .92 1,33 .92 .92 .92 1.17 1.64 2,03 1.67 mm 1.64 1,39 2.03 2.03 mm 1 ,24 i .51 2.03 1.5! mm cuttc pwa .80 - WW 1.33 m 1.33 .83- 1.50 2,0© 1.83 1.25- 1,67 1.38 2.00 2,00 1.50 1,33 1.50 2.00 1.50 1 .10 1.07 t n 33 afl .80 1.33 •m mm WWW f,00 1.83 1.25- 1.67 1.33 2,00 2,00 1,50 1.33 1.38 2.00 1,50 mm 1 - 3d C .79 _ _ - 1.33 _ mm mm 1.63 1.50 2.00 1.67 1,50 1.63 1,38 1.63 2.00 — - 1 .50 - 1.50 mm HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Montana p—148 County and City or Town source un— ski lleo 1 ntermed1 ate Sk i lled laborer cement f1n1sh—, er helper cow- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck or 1ver (over li tons) brick¬ layer carpen¬ ter cement f1n— isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing 8tcel worker ioofer, compo¬ sition sheet metal worker 3tcam fitter struc¬ tural iron worker tile layer teton wpa •55 .62 - .62 .91 .62 .62 .62 .76 .81 .91 .81 .91 _ .91 .91 .81 .91 _ .81 .81 .81 .81 .81 tairfielo (near) db 3 .65 — — — _ — — _ .95 _ 1.20 1.00 1 .00 p.m.s. 08 3 .65 - .s3 - - .70 .80 1.00 .75 1.63 1.20 1.25 1.20 1.00 1.20 1.25 1.50 1.20 1.00 1.13 1.13 1.20 1.25 1.50 yellowstone wpa .63 .81 - .81 i.k2 .81 .01 .91 • 9c 1.54 1.26 1.54 1.26 _ 1.54 1.22 1.54 1.54 i .'2 1.2? i .54 1 t26 1 .54 ellungs pf a - - _ - — _ — _ _ ■— 1.50 1.20 it?0 c .60 - - - • (d 00 _ _ 1.68 1.00 1.00 .97 1.25 1.25 .90 1.50 1.25 .85 .85 1.25 1.20 it50 custer ob 1 .75 - 1.00 - 1,00 — — - .85- 1.50 1.25 1.50 1.13 1.50 1.00 1.50 1.20 1.25 1.25 1 .25 1 .20 1.25 73. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selecteo Occupations Nebraska P—148 County and City or Town source UN¬ SKILLED intermedi ate Sk i lled laborer cement dnish- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier ^l umber helper sheet metal WORKER helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker toofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Colfax 1PA .30 .40 .50 .40 .45 .50 .60 .60 .50 i.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 .85 1.00 1.00 §(?huyler OB 2 .40 _ .50 .40 .50 _ _ .45 .60 i,00 .75 .00 .90 - .75 .70 *90 .85 .75 .75 .80 .85 1.00 1.00 Daves wpa .30 .40 .50 .40 .45 .50 .60 .60 .50 i. 00 .75 .75 „90 .90 .75 .70 • 85 .85 .60 .70 .80 .85 1.00 1.00 cravford DB 2 .40 — .50 .40 .50 - — .40 .60 i.00 .75 .75 .90 - .75 .75 .85 .85 .70 .70 .80 .85 1.00 1.00 Douglas wpa .50 .50 .65 .50 .50 .55 .70 .70 .55 i.38 1.13 1.25 1.25 1.13 1.25 .90 1.25 1.25 1.13 .95 1.00 1.25 1.25 1.38 Omaha OB 4 .50 _ — — - - - - - - 1.13 - 1.25 - 1.25 .90 1.25 - - - - - - - PI A .50 _ _ _ — — — .70 .60 I. 38 1.13 1.25 1.25 1. 13— 1.25 .90 1.25 1.25 1.13 .95 1.00 1.25 1.25 1.38 1.38 afl .50 _ _ .80 _ _ .70 _ i.38 1.13 1.25 1.25 - 1.25 — 1.25 1.25 1.25 .90 1.00 1.25 1.25 1.38 C .50 mm _ .50 .. _ _ _ I.38 1.13 1.25 1.25 1.13 _ 1.00 1.25 1.25 _ ,95 1.00 1.25 1.25 1.38 Hall wpa .40 .40 .50 .40 .45 .50 .60 .60 .50 i.00 .75 .75 .90 .90 .75 .70 .e5 .85 .60 .70 .80 .85 1.00 1.00 Grand Island DB I .40 — .50 — .50 - - - .40 1.25 .80 1.00 .90 - 1.25 .80 1.00 - .50 .90 .90 - 1.25 - Lancaster wpa .42 .50 .65 .50 .50 ,55 .70 .70 .55 I.25 .88 1.00 1.13 1.13 1.00 ,80 1.00 1.00 .70 .90 .85 1.00 i.20 1.13 Lincoln OB 2 .45 .50- .50- .50 .50 .50 .60 .80 i.25 .88 1.00 1.00 1.13 1. 10 .80 iL.25 1.25 1,13 .80 1.00 1.25 1.00 1.25 .75 .85 pwa .80 a. ,80 _ .80 .75 I l»3« 1.00 1.25 1.00 1.13- 1.00 .80 1.25 1.25 1. 13 .80 1.00 1.25 1,13 1,38 i.2e AFL .60 .80 _ a. .80 _ 1.38 1.00 •.25 1.00 1. 13- 1.25 — 1.25 1.25 It 13 _ 1.00 1.25 1.25 1.38 1.28 C .40- .65- _ 1.25- .88 1.00 .80- .75 1.13 «7Q- 1.25 1.25 .. o cd .75 1.25 1,00- 1.25 .60 .85 1.38 1.00 .80 1.25 ±- LINCOLN wpa .40 .40 .50 .40 .45 .50 .60 .60 .50 1.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 -85 1.00 1.00 p.n.?. afl .63 i.00 i. 10 i. 00 1.50 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.38 1 ,25 nnctu pi ATTE OB I #40— — .60 — - - - .45 1.25 .80 .88 .90 .75 1.25 .60 .80 .88 1.00 - .50 pwa - — — - - - - - - 1.25 .80 .80 1.00 - - .75 - - - - .88 - - 1.25 Reovillow wpa. .32 .40 .50 .40 .45 .50 .60 .60 .. 50 1.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 .85 1.00 1.00 mccook OB 2 .40 - - - mm - - mm - - .75 - - mm - .65 1,00 - - - - - mm - Sarpy WPA .30 .40 .50 .40 .45 .50 .60 .60 .50 1.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 .85 1.00 1.00 Fort crook DB 2 .50 - - - - - - .70 .60 1.38 1.13 1.25 1.25 1.13 1.25 lo00 1.25 1.25 1.25 .95 1.00 1.25 1.25 (.38 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations Nebraska P—148 County and City or Town source un¬ skilled intermed1 ate SK 1 lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- tr1c1 an helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer , hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roRo— 1 no steel •orker 100fer, compo¬ sition sheet metal worker steam rittcr struc¬ tural iron worker tile layer scotts 8luff *pa .32 •40 .50 .40 .45 .50 .60 .60 .50 1.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 .85 1.00 1.00 Gerimo dp 3 .50 — — .65 _ _ .75- _ 1.20 1.20 am, _ MB .90 Scott# bluff ob 4 .45 - .75 - _ - — .45 — .75 r^i • _ — — — mm mm «> mm mm Webster wpa .30 .40 .50 .40 .45 .50 .60 .60 .50 1.00 .75 .75 .90 .90 .75 .70 .85 .85 .60 .70 .80 .85 1.00 1.00 Red Cloud db 3 .40 — .60 .50 ♦50 .50 .50 .50 .50 1.25 oo cd • cd cd 1.00 .88 .75 1.25 1.25 .88 .75 .88 1.25 1.13 1.25 73. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, !9^8 Selected Occupations NEVADA r-ito County and City or Town 80urce un¬ skilled intermediate Sk illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician eng1— neer, hoist¬ ing lather metal painter plab- terer plumb¬ er rein¬ forc¬ ing steel worker ioofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron rorker tile layer Clark •PA .63 .75 1.00 .75 1.00 .75 .75 ..75 .70 1.00 1.00 1.00 IcOO 1.00 1.00 1.00 1.00 1-25 1.00 1.00 1.00 1.00 1.00 1.00 P.S.St, pwa -63 1.00 1. 10 .75- 1-50 1-13 1.25 1.25 1.13- 1.25 1. 13 1-25 1.25 1.25 1.25 1.38 1.50 1.00 1.25 Boulder City DB 2 .63 — .75 — 1.00 - - - .85 1.50 1.13 1.25 1.25 1.38 1.25 1.25 1.25 1.25 1.25 1.00 1.13 1.25 1.38 - Glendale DB 3 .63 - .75 - 1.00 - - — .85- 1.50 1.13 1.25 1.25 - - 1.25 - 1.25 - 1.00 1.13 1.25 - - 1.00 Overton DB 4 .63 — .75 — mm - — - .70 - 1. 13 - - - - 1.25 — - 1.13 - - - - - Elko •PA .63 .75 1.00 .75 1.00 .75 .75 .75 .70 1.25 1.00 1.00 1.00 1.00 1.00 .90 1.00 1.00 1.25 1.00 1.00 1.00 1.25 1,00 North Fork (near) DB 3 .63 — .70 — _ — - — 1.00 - 1.00 - - - — 1.00 - - 1.13 — - - - - lincoln •PA .63 .75 .75 .75 1.00 .75 .75 .75 .70 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.25 1.00 1.00 1.00 1.25 1.00 P.N.S. PWA .63 _ — — 1.00 .. — 1. 10 .75- 1.50 1.13 1.25 1.25 1. 13- 1.25 1.13 1.25 1.25 - 1.25 1.25 1.25 1.38 1.50 1.00 1.25 Orwbby •PA .63 .75 1.00 .75 1.00 .75 .75 .75 .70 1.50 1. 10 1.00 1.25 1.25 !-38 1-10 _ 1.09 1-25 i. io 1.25 1.38 1.25 1. 10 Carbon CJTY DB 3 .63 .75 .63 1. 18 .96- 1.75 1.25 1.25 1.50 1 "5 1-50 1.50 1.75 1-50 1.25 1.38 1.25 1.50 i .50 1.25 1.00 Pershing •PA .63 .75 1.10 .75 1. 10 .75 .75 .75 .70 1- 10 1- 10 1- 10 I. 10 .90 1- 10 1. 10 i. 10 1. 10 1.25 1 - 10 1. 10 1.10 1.25 i. 10 Humboldt DB 1 .63 .75 — — .70 1.00 1.00 1.25 1.00 — — i.i? I.OQ 1.25 1.38 lABHOE •PA .63 .70 .70 .70 1. 18 .70 .70 .70 .70 1.75 1.25 1.00 1.50 1.25 1.50 1.50 1.75 1.50 1.25 1.25 1.25 1.50 1.25 1.13 p.N.S. P»A .63 — — — 1. 18 — - — — 1.75 1.25 _ 1.50 - f-.0 1.50 1.75 1.50 _ — 1.25 1.50 1.50 — Reno DB 3 .63 M. 1.18 — 1.18 - - — — _ _ - — — 1.50 _ 1.75 — _ mm _ _ AFL - - - - 1.18 - - - — 1.75 1.25 - 1.50 - 1.50 1.50 1.75 1.50 «• mm 1.25 1.50 — — C .63 —a - - 1.18 - - - - 1.75 1.25 1.00 1.50 1.25 1.50 1.50 1.75 1.50 MM 1.25 1.25 1.50 in • 1.13 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations 76, NE« HAMPSHIRE P—148 County and City or Town un¬ billed intermediate Skilled SOURCE laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein¬ FORC¬ ING STEEL WORKER tOOFER, COMPO¬ SITION SHEET metal WORKER STEAM riTTCR STRUC¬ TURAL IRON WORKER tile layer hill8b0r0 Manchester *PA .45 — .60 .60 .60 .60 — — .75 1.30 1.00 1.30 .85 1.00 1.25 .90 1.30 1.00 _ 1.00 .90 .75 P«A .63 — — — o od • _ — . 1.25 _ (.81 1.75 1.81 1.75 2.00 (.69 1.25 1.81 1.50 2.00 1.51 1,65 1,65 ?- oo 1,60 P.N.S. AFL 1.13 - - - 1.(3 - - 1.25 - 1.81 1.75 1.81 1.75 2.00 (.69 1.25 l.8( 1.50 2.00 1.51 (.65 1.65 2.00 1.69 ulllburn OB 4 1.13 - - - (.13 .66- - (.26 1,00 1.81 1.75 1.81 1.75 - 1.65 1.25 1.81 1.50 2,Q0 (.51 (.65 1.65 2.00 1.69 newark OB 4 1.13 - - — - _ — - - 1,81 (.75 (.81 1.75 _ 1,65 1.25 1.81 2.00 _ mm mm AFL 1.13 - - - 1.13 - - 1.16 - 1.81 1.75 1.81 (.75 2.00- 1.50 - 1.50 2.00 1.51 (.65 1.65 2.00 1.69 2.25 Bloucester ■PA .45 - .55 .65 - -.60 .80 .80 « 60— 1.50 1.00 I. 13 1.38 _ 1,38 1.00 — 1.25 mm 1.00 1.25 1.25 1.65 1.13 .75 Paulsboro OB 4 .60 - - .75 - .70 .75 00 • o CD • 1.63 1.38 1.25 1.50 - 1.50 1.00 • »65 1.50 1.65 1.00 (.50 1.50 1.65 1.50 Hudson ■PA .50 — .70 .97 1.14 .75 1.00 (.25 .75- (.89 1.75 1.75 1.81 • 1.90 1.75 1.75 1.50 mam l«60 1.65 [±•50 2e£G (.69 .90 P.N.S. Pf A _ _ mm _ _ .. 1.25 ,83- 1.89 1.75 1.75 1.81 2.00 1.90 1.75 (.75 1-50 2-00 l.fiO 1-65 1 -50 2-00 1,60 .94 P.N.S. AFL _ mm _ _ 1.25 .94 1.89 1.75 1.75 1.81 2.00 1.90 1-75 1.75 1.50 2.00 (.60 1.65 1.50. 2,00 l.*P Harrison OB 3 1.13 _ - iT.oo [U»3 .68 - 1.25 1.00 1.31 1.75 1.81 1.75 2.00 1.65 1.25 1,81 1,50 2.00 (.65 1.65 1,65 2.00 1.69 HOBOKEN OB 4 .65— - .97 1.14 1.00 - 1.25 .96 1.89 1.75 1.75 1.81 2.00- 1.90 1.75 1.75 lo50 2.00 1,60 1.65 1.50 2.00 1.69 1.20 2.25 Mercer ■PA .50 ... .65 .75 o CD • .63 .75 1.00 .60- 1.50 1.38 1.50 1.86 - 1.13 (.13 - (.50 — 1.50 1.50 (.50 1.78 1*38 .75 P.N.S. P*A .63 — _ - .80 - - 1.00 .88 1.50 1.38 1.50 1.87 2.00 1.25 1.13 1.50 1.50 1.78 1.40 1.50 1.50 1.78 1.50 P.N.S. AFL .63 - - - •80 - - 1.00 - 1.50 1.38 1.50 1.87 2.00 1.25 1.13 1.50 1.50 1.78 1.40 1.50 1.50 1.78 (.50 Trenton C .50 - — - o CD • - - - 1.50 1.38 1.50 1.87 2.25 1.13 1.(3 1.50 1.50 mm 1.35 1.50 (.50 1.65 1.38 miodlesex ■PA .50 _ .65 .75 _ .75 .75 1.06 .75- 1.50 1.40 1.50 1.50 - 1.40 1.25 - 1.50 - 1.50 (.40 1.50 2.00 1.50 .85 metuchcn OB 4 .88 - .88 - .88 .75 .75 1.06 mm 1.50 (.40 (.50 1.50 - 1.50 1.25 1.50 1.50 2.00 j«3m 1.30 1.50 2.00 1.50 new Brunswicx OB 3 .88 - .88 .88 - - - .68 1.50 1.25 1.25 1.50 2.00 1,65 1.25 1.50 1.50 2.00 1,38 1.50 1.50 2.00 - P1A .88 j— _ .88 _ _ — — 1.50 1.25 1.50 1.50 2.00 l.'O 1.25- - 1.50 2.00 (.40 1.50 1.50 2.00 - Pfrth Aunov PVA 1.00 _ 1.00 1.00 1.50 1.40 1.50 1.50 2.00- 1.50 1.13 1.50 1.50 2.00 1.50 1.50 1.50 2.00 mm 2.25 AFL 1.00 _ 1.00 _ _ — 1.00 1.50 1.40 1.50 1.72 2.00- 1.69 1.13 1.50 1.50 2.00 1.50 1.50 1.50 2.00 - 2.25 79. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations new jersey p—148 County and City or Town source UN¬ SKILLED 1ntermed1 ate Sk i lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier dumber helper 8heet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist— ins lather, metal painter plas¬ terer plumb¬ er rein— roro— 1 no 8teel worker toorcR, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer Monmouth wpa .50 _ .55 .75 — .75 .75 1.06 .60- 1.50 1. 10 1.50 1.65 - 1.50 1.00 - 1.25 - 1.25 1.25 1.25 1.75 1.44 .75 p.N.S. pwa .88 _ _ .88 -1 — 1.06 .75 1.50 l.to 1.50 1.65 2.00 1.50 1.00 1.50 1.25 2.00 1.25 1.25 1.25 1.75 1.68 Avon by the Sea ob 2 .75 _ • .96 .88 .75 .75 1.07 .75 1.50 1.10 1.25 1.65 - 1.50 1,00 1.50 1.25 1.75 1.25 1.25 1.25 1.75 1.44 Fort Hancock db 3 .75 _ .80 .96 ,88 .75 .75 1.25 .75 1.50 I. 10 1.50 1.65 2.00 1.50 1.00 1,50 1.25 2.00 1.25 1.25 1.25 2.00 1.68 Lonq Branch ob 1 .75 _ _ .96 .88 .75 .75 _ _ 1.50 I. 10 1.25 1.65 - 1.00 1.50 1.25 1.75 1.25 1,25 - 1.75 MS Red Bank ob 4 .75 _ .75 « .75 _ 1.25 — - I. 10 1.50 - - Mi - - 1.25 - - - - - 1.68 Morris wpa .45 mm .55 .88 - .88 .75 1.03 .60- 1.50 1.25 1.25 1.50 - 1.65 1.00 - 1.50 - 1.40 1.50 1.50 2.00 1.44 .75 p.N.S. pwa 1.00 - - - 1.00 - - 1.25 - 1.50 1.25 1.50 1.50 2.25 1.65 1.00 1.50 1.50 2.00 1.51 1.50 1.50 2.00 1.63 m0rri6t0wn ob 4 .50- - - .88 1.00 .88 .88 - .75 1.50 1.25 - 1.50 - - - - 1.50 - - 1.50 1.50 - - 1.00 AFL 1.00 - - - 1.00 - - 1.25 - 1.50 1.25 1.50 1.50 2.00- 1.65 1.00 1,50 1.50 2.00 1.51 1.50 1.50 2.00 1,63 2.25 p.n.S. ob 3 .50 _ — .88 _ — .88 - .75 1.50 1.25 - 1.50 - - 1.00 - - - 1.51 1.50 - 2.00 - Ocean wpa .50 - .55 .75 - .75 .75 1.06 .55- 1.50 1.10 -1.50 1.65 - 1,50 1.00 - 1.25 - 1.25 1.25 1.25 1.75 1.44 .70 Point Pleasant db 2 .63 - - - - .88 .75 .80 .75 1.50 1. 10 1.25 1.50 - 1.25 1.00 1.50 1.25 1.75 .75 1.25 1.25 1.75 1.25 Toms River ob 4 .63 - - .97 .88 .75 .75 - .75 1.50 1.25 - 1.65 - 1.50 1.00 1.50 1.25 1.75 1.25 1.25 1.25 1.75 1.38 Passaic wpa .50 - .65 . .88 - .75 - 1.06 .75- 1.75 1.50 1.50 1.50 - 1.65 1. 13 - 1.50 - 1.60 1.65 1.50 2.00 1.69 .85 1 Clifton db 3 1.00 1.00 — — — — 1.00 - - - i.502 1.75 — - - - - - - I.402 1.65 - - Passaic pwa 1.00 - - — — - - - — 1.50 1.25 - 1.50 2.00 1.65 1.00 1.50 1.50 2.00 - 1.40 1.50 2.00 mm ' < Paterson pwa 1.00 - - - 1.00 - mm 1.25 - 1.75 1.50 1.75 1.50 2.00 1.65 1.13 1.75 1.50 2.00 1.61 1.65 1.50 2.00 l.fcW AF! 1.00 - - - 1.00 - - 1.25 - 1.75 1.50 1.75 1.50 2.25 1.65 1.13 1.75 1.50 2.00 1.60 1.65 1.50 2.00 i.69 Salem wpa .40 _ .50 .75 1.08 .60 mm - .55- 1.63 1.38 1.25 1.50 - 1.50 1.00 - 1.50 - 1.05 1.50 1.50 1.65 - .70 Salem db 3 .60 - - .75 1.07 .70 .75 .78 .80- 1.63 1.38 1.25 1.50 2.00- 1.50 1.00 1.65 1.50 1.65 1.00 1.50 1.50 1.65 1.50 .90 2.25 §9«5rset wpaS/ .45 _ .55 ,65 mm .60 .75 _ .60- 1.20 1.20 1.20 1.50 — 1.65 1.20 — 1.20 — 1.25 1.20 1.20 1.75 1.20 .75 Bernardsville pwa .75 .75 _ 1.25 1.00 1.25 1.25 1.25 1.50 2.00 1.65 1.00 1.25 1.50 2.00 1.51 1.65 1.50 2.00 1.69 AFL .75 _ mm mm .75 1.25 1.00 1.25 1.25 1.25 1.50 2.00 1.65 1.00 1.25 1.50 2.00 1.65 1.65 1.50 2,00 1.69 Lyons db 2 .75 _ .88 .75 _ .75 1.25 .88 1.25 1.25 1.25 1.50 2.00 1.65 1.00 1.25 1.50 2.00 _ 1,20 1.50 2.00 1.68 Raritan ob 3 .88 - .88 - .88 - 1.00 .88 1.50 1.25 1.25 1.50 2.00 1.65 1.25 1.50 1.50 2.00 1.38 1.50 1.50 2.00 1.75 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selecteo Occupations new jersey P—148 County and City or Town source UN¬ BILLED intermediate sk 1 lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician ENGI¬ neer, hoist¬ ING lather, metal painter PLAS¬ TERER PLUMB¬ ER RE IN¬ FORM¬ ING STEEL WORKER IOOFER, COMPO¬ SITION SHEET METAL WORKER STEAM FITTER STRUC¬ TURAL IRON WORKER TILE LAYER Union WPA .50 - .65 .75 - .75 .75 1,06 .75- 1.83 1.50 1.25 1.65 - 1.65 1.25 - 1.50 _ 1.25 1.25 1.50 2.00 1.44 .85 Elizabeth OB 2 1.00 _ .83 _ .63 .75 _ 1.00 1.50 1.50 _ 1.65 2.00 1.63 1.25 1.50 1.50 1.51 1.50 a. 2.00 a. PWA 1.00 _ _ _ 1.00 _ _ 1.50 1.50 1.50 1.65 2.00- 1.25 1.50 1.50 2.00 1.50 1.50 ii«50 2.00 1.50 2.25 AFL 1.00 - - - 1,00 mm - - - 1.50 1.50 1.50 1.65 _ 1.25 1.50 1.50 2.00 1.50 1.50 1.50 2.00 1.50 c .50 - - - 1.00 - - - 1.50 1.50 1.50 1.65 2.13 1.63 1.25 1.50 1.50 mm 1.50 1.50 1.50 2.00 1.50 Plainfield PWA ,88 - - - .88 - - - - 1.50 1.25 - 1.50 2.00 1.65 1.00 1.50 1.50 2.00 1.00 1.50 2.00 _ AFL .88 - - - .88 - - - 1.50 1.25 - 1.50 _ 1.65 1.00 1.50 1.50 2.00 _ 1.00 1.50 2.00 a. Warren WPA .50 — .55 .65 .60 .60 .80 .60- 1.13 1.00 .75 1.00 • 1.20 .80 _ 1.00 _ 1.00 • 80 1.00 1.25 1.00 .75 Washington OB 4 .50 — .75 .60 .60 .60 .60 .75 .60- 1.25 1.00 1.25 1.00 1.25 1.00 1.25 1.25 1.25 1.00 1.00 1.25 1.25 1.25 .75 a/ Except Bass River, Shamong, Tabernacle and Woodland, b/ Except north Plainfield. 81, P—148 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations NEW MEXICO UN— County and City or Town 80urce laborer cement f1n1sh- er helper cow- crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Bernalillo WPA .40 — 1.00 .35 .75 .85 .90 .46 .75 1.50 1.25 1.00 1.25 1.25 1.25 1.00 1.50 1.25 - 1.00 1.25 1.25 1.50 1.13 Albuquerque DB 2 .40 .85 .75- 1.50 1.25 1.00 1.25 1.25 1.00 1.50 — _ — — 1.50 — 1.00 PWA .40 _ — .75 _ _ 1.50 1.25 1.13 1.25 1.00 _ 1.00 1.50 1.25 1.00 — 1.25 1.25 1.00 1.13 C .40 _ _ _ .75 _ _ 1.50 1.25 1.00 1.25 1.00 1.25 1.00 1.50 1.25 — 1.00 1.25 1.25 1.50 1.50 Catron WPA .31 .35 1.00 .85 .75 .85 .90 .35 .75 1.50 1.25 1.00 1.25 1.25 1.25 1.00 1.50 1,25 — 1,00 1.25 1.25 1.50 1.13 reserve DB 2 .40 _ .60 — _ — _ .60 — .90 _ _ .90 — .90 — .90 — - .90 - Luna WPA .31 .35 1.00 .85 .75 .85 .90 .35 .75 1.50 1.13 1.00 1.25 1.25 1.25 1.00 1.50 1.25 _ 1.00 1.25 1.25 1.50 1.13 columbu8 DB 3 .40 _ .38- .85 .75 .90 .. .75- 1.50 1.13 1.00 1.25 1.00 1.25 — 1.00 1.25 1.25 — — 1.00 1.00 mckinley WPA .34 .39 1.00 .85 .75 .85 .90 .39 .75 1.50 1.25 1.25 1.25 1.25 1.25 1.00 1.50 1.25 1.00 1 ,25 1.25 1.50 1.13 Crownpoint DB 1 .40 .88- .65 .75 .90 .90 .75- 1.50 1.25 1.00 1.25 1.00- 1.25 1.00 1.50 1.25 1.50 1.00 1.25 1.25 1.50 — 1.00 1.00 1.25 fort wingate DB 4 .40 _ _ .50- — _ 1.25 1.00 1.25 _ _ _ 1.25 _ _ •• _ — _ .90 ZUNl DB 4 .40 _, L mm 1.25 _ -r- 1.25 m. 1.50 Rio Arriba WPA .31 .35 1.00 .85 .75 .85 .90 .35 .75 1.50 1.13 1.25 1.25 1.25 1.25 1.00 1.50 1.25 _ 1.00 1.25 1.25 1.50 1.13 dulce DB 3 .40 - .88- - .75 — — — .75- 1.50 1.13 1.00 1.25 1.00- 1.25 1.00 1.50 1.25 1.50 1.00 1.25 1.25 1.50 1.13 1.00 1.00 1.25 < Sandoval WPA .31 1.00 .85 .75 .85 .90 .35 .75 1.50 1.25 1.25 1.25 1.25 1.25 1.00 1.50 1.25 _ 1.00 1.25 1.25 1.50 1-13 P.N.S. DB 3 .40 - .60 — — — .60 .90 .90 .90 .90 .90 , — San Miguel WPA .34 .39 1.00 .85 .75 .85 .90 .39 .75 1.50 1.13 1.25 1.25 1.25 1.25 1.00 1.50 1.25 — 1.00 1.25 1.25 1.50 1.13 las vegas DB 1 .40 - .38- — .75 — — _ .75 1.50 1.13 1.00 1.25 1.25 1.00 1.50 1.50 1.00 1.25 _ 1.50 _ 1.00 P.N.S. DB 2 .40 - .75 .55 - .55 - — .75 _ 1.00 1.00 1.00 .75- 1.00 1.00 1.13 1.00 1.00 — — — 1.00 - 1.00 Santa Fe WPA .34 .39 1.00 .95 .75 .85 .90 .39 .75 1.50 1.13 1.25 1.25 1 .25 1.25 1 .00 1.50 1.25 . 1.00 1.25 1.25 1.50 1.13 Santa Fe DB 2 .55 — _ 1.25 1.00 1.50 PWA .40 — — — .75 — _ .75 .55- 1.50 1.13 1.25 1.25 1.00 1.25 1.00 1.50 1.25 1.25 1.25 1.25 1.50 1.50 .73 C .25- — — - .50— _ _ _ 1.50 1.13 1.00- 1.00- 1 .00 1.50 1-50- _ 1.00 1.00- 1.50 .50 .80 1.50 1.13 2.00 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations P—148 County and City or Town source UN¬ SKILLED i ntermedi ate Sk 1 lled laborer cement f1n1sh— er helper cow- crete mixer opera¬ tor eleo- tr1 ci an helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Sierra wpa .31 .35 1.00 .85 .75 .85 .90 .35 .75 1.50 1.25 1.00 1.25 1.25 1.25 1.00 1.50 1.25 _ 1.00 1.25 1.25 1.50 1.13 hot Springs OB 4 .40 — 1.00 .50- .75 _ .75 .75 .75 1.50 1.25 1.00 1.25 1.25 1.00 1.50 1.25 1.50 1.00 1.25 1.25 1.50 1.25 .90 valencia wpa .31 .35 1.00 .85 .75 .85 .90 .35 .75 1.50 1.25 1.00 1.25 1.25 1.25 1.00 1.50 1.25 1.00 1.25 1.25 1.50 1.13 acomita DB 1 .50 1.00 _ .75 .75 1.50 1.25 1.25 1.25 1.25 1.00 1.50 1.50 1.00 1.25 El morro 08 4 .40 — 1.00 _ .75 1.25 1.25 1.25 1.00 1.50 1.25 1.00 82. NEW MEXICO 83 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations new york p—148 County and City or Town source un¬ skilled 1 ntermed 1 ate Sk i lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier 'lumber helper sheet metal worker helper tile layer helper truck driver (over l± tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- inq steel worker ioofer, compo¬ sition sheet metal worker steam rittcr struc¬ tural iron worker tile layer Albany wpa .47- .56 .60 .60 .60 .60 _ .56 1.33- 1.00 1.33- 1.00- 1.45 1.20- .88- 1.33- 1.20 __ 1.20 1.20 1.20 1.20- 1.25 .5r> 1 .3r 1.38 1,05 1 .38 .95 1,38 1.38 Albany ob 2 .63 .. .65 _ _ .58 1.18 1.38 1.35 _ _ _ watervl1et db 2 .50 — 1.00 _ — — — _ .58 _ 1.00 1.20 _ 1.38 — _ _ 1.38 _ 1.20 _ 1.36 — Allegany wpa .40 _ .60 .50 _ .50 .50 1.25 .90 _ .90 1.00 .90 .80 1.25 1.00 _ .80 1.00 mm .90 1.25 wellsville db 3 .50 — — .50 .60 _ _ 1.00 — .95 1.19 1.00 1.00 _ Bronx (see new York) Broome wpa .45- .. .55 .60 .62 .60 .75 .55 1.25 .88 1.00 1.00 1.00 1.00 1.00 1.25 .90 .90 _ — .88 .63 bingham ton pwa .63 mm .63 .93 .60 1.50 1.00 1.25 1.10 1.25- 1 .50 1.00 1.50 1.20 __ 1.00 1.00 1.20 1.38 1.50 1 .38 af1 .63 _ .63 .03 1 tro iToo 1 .75 1 .10 1 .75— 1.50 1,00 1,50 1,70 1, AO 1 .on 1.20 1.38 _ 1.50 Whitney point (near) ds 2 .50 — .80 .60 — — — — .55 — 1.00 1.25 "• 1.10 - — - - - 1.25 - - - - - cattaraugus wpa .45 — .51 .65 .50 • 60 _ _ .55 1.25 .90 .70 .95 1.20 1.20 .90 1.25 1.20 _ 1.00 1.00 _ 1.12 — olean pwa .63 — — — .63 — — .75 — 1.38 1.13 , 1.38 1.10 1.25 1.50 1.25 1.38 1.25 — 1.30 1.25 1.50 1.36 1.38 AFL .63 - - - .63 — - .75 - 1.38 1.13 1.38 1.10 - 1.50 1.25 1.38 1.25 - — - 1.25 mm 1.38 Cayuga wpa .50 — .75 .50 .50 .50 — — .55 1.25 .90 .90 .90 1.13 1.13 .90 1.00 1.00 — .90 .90 - 1.20 - Auburn db 3 .55 _ _ _ _ 1,00 • _ .90 1.38 _ — _ — — — — pwa .68 — — _ .68 .75 .55 1.38 1.00 1.38 1.00 1.25- 1.38 .90 1.38 1.13 _ 1.00 1.25 1-13 1.36 1.36 1.38 - afl .68 — — — .68 — — .75 1.38 1.00 1.38 1.10 1.25- 1.50 .90 1.38 1.13 - 1.00 1.25 1.13 1.38 1.36 1.38 , , Chautaugua WPAV .40- mm .47 .65 _ .50 .55 1.25 .70- .64 .85 1.20 1.25 .50- 1.25 1.00 .64 1.00 .90 — 1.13 — .45 .85 .60 p.n.s. pwa .65 _ .65 _ «. .8') .60 1.50 1.20 1.25 1.20 1.25- 1.50 1.00 1.50 1.20 _ 1.10 1.00 1.20 1.25 1.25 1.38 P.N.S. afl .65 mm .65 a. mm .es 1.50 1.20 1.25 1.20 1.25 1.50 1.00 1.50 1.20 _ 1.10 1.00 1.20 1.25 1,25 jamestown wpa .45 .47 .65 .50 mm .55 1.25 .85 .64 1.00 1.20 1.25 .75 1.25 1.00 .64 1.00 .90 _ 1.13 - afl .65 .65 .70 1 .50 1 .?n 1 .75 1 .?n 1 -75 1 ,50 1 ,nn 1 ,50 1 .70 1,10 1.00 1.20 1.25 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selecteo Occupations new york p—148 County and City or Town source UN¬ SKILLED I ntermedI ate SK illeo laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker hoofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Chemung WPA .45 .60 .60 _ .60 _ .55 1.50 1.00 .90 1.00 1.00 1.13 1.00 1.50 1.20 _ 1.00 1.00 1.13 Elmira OR 2 .50 .75 .68 .50 __ .55 1.50 1.00 1.38 1.00 1rOO 1 150 1 ,10 1 ,m 1 ,on 1 i2* — PWA .50 — — — - 1.50 1.10 1.50 1.00 1.25- 1.50 1.00 1.50 1.19 1.00 1.00 1.19 1.38 - 1.38 AFL .50 _ .68 — _ _ _ 1.50 1.00 1.50 1.00 1.50 1.00 1.50 1.19 — 1.00 1.00 1.19 1.38 — H0RSEHEAD8 DB 2 .50 .75 _ .50 .50 mm .70 .55 1.50 1.00 1.38 1.00 1.50 1.00 1.50 1.19 1-25 1.00 1.00 1.19 1.25 1.50 Clinton WPA .40 — .55 .60 — .50 mm _ .45 1.00 .75 — .95 1.25 1.12 .75 1.00 .75 — 1.20 1.20 1.00 1.10 1,00 Champlain DB 1 .50 mm _ 1.13 .83 1.25 — — PLATTSBURG DB 2 .50 .60 .50 _ .88 — .95 .83 1.25 1.00 _ — — — _ _ < a 3 -j o c 1pa .50 .41 .46 .46 .46 .43 1.20 .e7 1.20 1.05 1.25 1.20 1.20 1 -20 1.20 1 .10 1.00 hudson DB 1 .60 1.00 .65 .70 .65 .eo .60- 1.38 .94 1.38 1.35 1.38 _»75_ 1.38 1.38 1.38 1.20 1.20 1.38 1.38 1.38 .70 Delaware wpa .40 .50 .55 .63 .50 .63 .50 1.00 .75 1.00 .90 1.00 1.00 .65 1.00 1.00 _ .80 .80 — 1.00 _ flfl hi riR i _ .50 .63 1 .20 DllTPHEpg WPA .40 mm .75 .50 .50 .60 .50 1.65 1.25 1.65 1.13 1.50 1.40 1.00 1.65 1.15 1.00 1.13 1.15 1.50 1.65 P.M.S. PWA 1.30 .75 1.65 1.25 1.65 1.25 1.25- 1.65 1.00 1.65 1.31 _ 1.17 1.31 1.31 1.75 1.65 1.38 P.N.S. AFL — — — _ 1.20 1.65 1.25 1.65 1.25 1.65 1.00 1.65 1.31 - 1.18 1.31 1.31 1.75 1.65 POUGHKEEPSie DB 4 .60 .60 .60 .75^/ 1.25 mm i.oo2 '1.653/ — Puiurnrr* DB 2 .60 .60 .75 .60 .75 .75 1.25 .75 1.65 1.25 1.65 1.25 — 1.65 1.00 1.65 1.31 — 1.13 1.31 1.31 1.75 1.65 Erie WPA .50 .85 .70 .60 .60 .60 .60 .65 1.50 1.30 1.00 1.25 1.33 1.50 1.25 1.50 1.38 1.10 1.15 1.38 1.50 1.25 BUFFALO DB 3 .50 mm .65 .65- 1.50 1.30 1.25 1.38 1.25 — 1.38 .75 pii/A .65 .. .75 .75 .65 1.50 1.30 1 t25 1 T3fl 1 .33 1T50 1.35 1 .50 1.38 ... 1.25 1.30 1.38 1.50 1.25 afi .65 .70 _ .75 1.50 1.30 1.25 1.38 1.33 1.50 1.25 1.50 1.38 1.25 1.30 1.38 1.50 1.25 C .65 mm .70 mm, 1.50 1.30 1.25 1.38 1.50 1.50 1.25 1.50 1.38 _ 1.10 1.30 1.38 1.50 1.25 DEPEW DB 3 .65 .85 .80 .65 mm .75 .65 1.50 1.30 1.25 1.38 1.50 1.25 1.50 1.38 — 1.25 1.30 1.38 1.50 1.25 1 AMPARTEC DR 1 .65 .85 .80 .75 .65 .75 .65 1.50 1 .30 1.25 1.38 1.33 1.50 1.25 1.50 1.38 1.50 1.25 1.30 1.38 1.50 1.25 ton a wan da DB 4 .65 — .85 .80 .75 .65 mm .75 .65 1.50 1.30 1.25 1.38 1.50 1.25 1.50 1.38 1.50 1.25 1.30 1.38 1.50 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations neiyork p—148 County and City or Town source UN¬ SKILLED intermedi ate Sk i lleo laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ ts 1 c1 an helper hoo carrier ^lumber helper sheet metal worker helper tile layer helper truck dr1ver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painteh plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker loorot, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer Essex I PA .40 — .55 .50 - .50 - - .45 .65 .65 .65 .90 1.00 1.12 .65 1.00 .90 - 1.20 1.20 .50 .50 1.00 tlconderoga OB 4 .50 — .60 .60 .50 — — — .55 1.00 .85 1.00 — 1.00 — .80 - — .85 1.00 1.00 _ — — Franklin wpa .38 — .43 .50 — .50 — — .43 .57 r- in • — .95 1.00 1.12 .57 1.00 1.00 — 1.10 1.00 — .57 1.00 Chateaugay DB 4 .30 — — .60 — .50 — _ .55 — .80 — 1.00 — •BO 1.25 1.P0 — 1.00 — — herkimer f PA .45 — .75 .50 .50 .50 _ — .50 1.00 .80- 1.00 .70- 1.00 1.00 .80 1.00 .80- — 1.20 1.20 — 1.00 — 1.00 1.00 1.00 oolgeville DB 3 .50 — .60 .55 .50 .60 .60 .60 .55 1.25 1.00 1.25 1.10 _ 1.25 .85 1.25 1.20 1.00 1.00 1.00 1.20 1 -38 Little falls OB 3 .50 .60 .55 _ _ .60 _ .55 1.25 1.00 1.25 1.10 _ .85 1.00 • 1.00 1.00 _ _ _ jefferson WPA .45 .75 .50 .55 .50 .55 1.50 .80 .90 .75 1.00 1.00 .75 1.50 1.00 ,80 .85 1.20 _ UAD1 son barracks DB 3 .45 - .65 .50 .50 - .65 .50 1.25 1.00 1.00 1.00 1.00 1.25 .90 1.25 1.00 .90 .90 1.00 1.25 1.20 1.13 sacket6 harbor (near ) OB 3 .45 — — — — — — — .50 1.25 1.00 1.00 1.00 1.00 1.25 .75 1.25 - - - 1.00 - 1.20 - kings (see new York) ,r> lewis WPA .40 .75 .50 .50 .50 .50 1.00 .65 — .65 1.00 1.12 .65 1.00 .65 — 1.00 1.00 - 1.00 1.25 lowville DB 4 .50 .55 .50 .65 .50 .70 .55 1.50 1.00 1.50 1.10 — 1.25 .85 1.50 1.25 1.00 .90 1.00 1.25 1.20 1.25 monroe WPA .65 - .55 .70 .55 .60 .55 .60 .65 1.50 1.34 1.50 1.50 1.38 1.33 1.20 1.50 1.38 - 1.10 1.18 1.38 1.38 1.32 rochester DB 3 .55 .65 .60 .65 .65 1.332/ 1.23 1.33 1.392/ 1.20 1.33^/ 1.38 1.20 1.332/ 1.38?/ 1.32 PiA .65 — .65 .63 .65 1.33 1.23 1 ,33 1.38 1.38- 1.33 1.20 1.38 1.38 — — 1.20 1.38 1.50 1.33 1.50 afl .65 .65 mm .68 1.38 1.23 1.38 1.38 1.33 1.38 1.38 1.38 1.38 — — — 1.38 1.50 1,33 / / nassau WPA .55 .85 .85 .90 .63 .63 — .85 1.88 1.42 1.75 1.43 1.65 1.75 1.28 2.00 1.43 - 1.54 1.65 1.43 1.65 ■•- p.m.s. PiA .90 _ 1.14 _ 1.14 1.00 1.89 1.43 1.75 1.50 1.65 1.75 1.60 2.00 1.44 — 1.54 1.65 2.00 1.93 1.69 p.n.s. afl .90 — _ — 1.14 _ _ 1.14 1.00 1 .89 1.43 1.75 1.50 1.65 1.75 1.60 2.00 1.50 - 1.54 1.65 2.00 1.93 1.69 mitchel Field OB 4 .65 — 1.14 1.14 .69 _ — .94 1.89 1.43 1.75 1.50 2.00 1.75 1.29 2.00 1.44 1.75 1.54 1.65 1.75 1.93 - new york (also bronx, kings, Oueens. ano Richmond) WPA .50 1.14 1.75 1.20 1.14 1.17 1.17 1.25 .72 1.89 1.75 1.75 2.00 2.00 1.75 1.50 2.00 2.00 1.65 1.86 1,85 2.00 2.20 1.69 new york c1ty OB 4 1.03 — 1.14 1.20 1.14 1.17 — 1.25 .94 1.89 1.75 1.75 2.00 2.00 1.75 1.50 2.00 2.00 1.75 1.60 1.75 2.00 1.93 1.69 PWA 1.03 — — — 1.14 — — 1.25 1.25 1.89 1.75 1.75 2.00 2.00- 1.75 1.50 2.00 2.00 - 1.60 1.75 2.00 1.93 1.69 2.25 afl 1.03 _ _ _ 1.14 — — 1.25 1.25 1.89 1.75 1.75 2.00 2.00- 1.75 2.00 2.00 2.00 - 1.60 1.75 2.00 1.93 1.69 2.25 C .95 — _ — 1.14 — — — _ 1.89 1.75 1.75 2.00 2.00 1.75 1.50 2.00 2.00 - 1.60 1.75 2.00 1.93 1.69 N .67 .76 .77 .73 1.37 1.14 1.18 _ mm 1.10 1.37 1.18 — 1.19 1.18 - — 1.08 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations new york p—148 County and City or Town source UN¬ SKILLED i ntermedi ate Skilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over ■i tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roRo- ing 8teel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer niagara WPA .43 _ .52 .60 .55 .60 .60 .55 1.14- 1.10- .....90— .<90- 1.1? 1 ,?5 ifno- 1.00- I.OO- 1.00 1.75 1.75- 1.2^ 1 .25 1.33 1.1? 1 .25 1.75 1.33 1.50 fort niagara DB 2 .50 _ .70 _ _ .65 .63 .65 1.50 1.30 1.25 1.38 1.25 1.50 1.25 1.50 J. 33 1.50 1.10 1.30 1.33 1.50 1.25 lockport PWA _ — — — _ — _ _ 1 J3_ 1.13 niagara Falls PfA .60 _ _ — .60 — _ .60 — 1.50 1.25 1.50 1.25 1.25- 1.50 1.25 1.50 1.33 1.25 1.25 1.50 1.25 1.50 AFL ,$0 — — — .60 — — .65 — 1.50 1.25 1.50 1.25 1.25- 1.50 1.25 1.50 1.33 1.25 1.25 1.33 1.50 1.25 1.50 oneida WPA .50 _ 1.00 .55 .58 .51 _ .55 1.25- .35 1.25- 1.00 1.00 .75- 1.25- 1.00- .90 .90 _ 1.20 1.50 1.50 .35 1.50 1.20 iitica OR 4 .60 .63 .60 .60 .93 a® .552/ 1.50 1.00 1.15 .90 1.50 1.20 .932/ .932/ 1.382/ P .60 - — .60 — 1.50 1.00 1.50 1.15 — 1.00 .90 1.50 1.35 _ .85- .85- 1.35 1.38 1.25 1.00 1.00 Onondaga WPA .50 - .90 .75 — .75 .60 .60 1.38 1.00 1.00 1.25 1.13 1.20 .90 1.20 1.25 1.13 1.00 1.25 1.20 1.00 Uarcellus (near) DB 2 .68 - — .75 .68 .75 — 1.50 1.13 1.13 1.33 1.38 1.10 1.50 1.39 syracuse DB 3 .60 — — .75 .60 .75 _ _ .60 1.50 1.13 1.13 1.38 1.10 1.50 1.39 ,a. ■ 1.38 _ PfA #60 _ — .68 .75 .60 1.50 1.13 1.25 1.38 1.25- 1.38 1.10 1.50 1.38 1.00 1.25 1.38 1.38 1.25 1.38 AFL .68 — - — .68 — — .70 — 1.50 1.13 1.25 1.38 1.38 1.39 1.10 1.50 1.38 1.00 1.25 1.38 1.38 1.25 C .68 - - - .68 - — — - 1.50 1.13 1.13 1.50 1.38 1.38 1.10 1.50 1.50 — 1.00 1.25 1.50 1.38 1.25 orange WPA .50 — .55 .50- .50- .63 — _ .60 .. 1.20 .90- .75- 1.00- 1.40 .75- .75- _ .75- 1.13— .75- 1.25- 1.25 .65 .60 1.20 1.13 1.50 1.20 1.25 1.20 1.20 1.25 1.50 newburgh PfA .75 — — .75 — — 1.25 .75 1.72 1.50 1.72 1.38 2.00- 1.50 1.20 1.72 1.38 1.00 1.38 1.38 1.75 1.72 2.25 AFL .75 — — — .75 _ _ 1.30 _ 1.72 1.50 1.72 1.38 2.00- 1.50 1.20 1.72 1.38 - 1.00 1.38 1.38 1.75 1.72 ?.?5 west po1 nt DB 2 .60- _ .75 .66 .75 .63 — 1.06 .75 1.50 1.20 1.50 1.38 1.65 1.65 1.20 1.50 1.25 1.75 1.28 1.31 1.25 1.75 1.44 .75 • Oswego WPA .45 — .75 .55 .50 .45 _ .50 1.25- .90- 1.25- .65- 1.00 1.12 .80- .65— 1.00 1.00 1.00- 1.50 1.00 1.50 1.15 .90 1.00 1.20 Fulton DB 2 .50 — _ _ .50 1.00 1.13 .. _ __ 08wego DB 1 .50 - .65 - .50 - .50 - .55 - 1.00 1.50 - - - .90 1.50 — — — 1.00 _ _ •» oueens (see new york) Rensselaer WPA .50 _ .52 .55 .55 .55 .55 .52 1.38 .38- 1.39 1.00- 1.45 1.20 .38- 1.38 1.20 1.20 1.20 1.25 1.00 1.05 .94 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations new york P—148 County and City or Town SOURCE UN¬ SKILLED Intermediate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper mod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal paintek plas¬ terer plumb¬ er rein¬ FORC¬ ing STEEL WORKER roofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer rensselaer (continued) Troy OB 1 .55 „ _ _ _ — _ — — — — — - — 1.00 1.33 — — — — — - - PfA .60 _ .70 — _ .70 — 1.33 1.10 1.33 1,25 1.55- 1,38 1.00 1.33 1.20 — 1.20 1.20 1.2P 1.38 — 1.70 AFL .60 mm _ .70 — _ .70 mm 1.33 1.10 1.33 1.25 1.35- 1.38 1.00 1.33 1.20 — 1.20 1.20 1 #20 1.38 _ 1.70 Richmond (see new York) rockland WPA .55 mm .81 .66 .63 .63 .68- 1.89 1.00 1.89 1.31 1.50 1.40 1.16 1.99 1.25 — 1.34 1.25 - 1.50 1.40 .75 p.n.s. PWA 1.00 1.00 1.25 .85 1.50 1.40 1.50 1.50 2.00 1.65 1.29 1.50 1.50 mm 1.68 1.31 1.50 1.75 1.69 p.N.s. afl 1.00 1.00 1.25 1.50 1.40 1.50 1.50 2.00 1.65 1.29 1.50 1.50 mm 1.68 1.31 1.75 1.69 , 1 ona 1 sla no DB 4 .60 _ .75 .81 .75 .63^ r -.63 1.062/ .75 1.50 1.20 1.50 1.31 1.652/ 1.652/ t,1^ G,5n2/ 1.252/ — 1.34 1.25 1.252/ 1.75 1.443/ st. lawrence WPA .45 .90 .45 .50 .45 — — .50 .90- .90- .90 •85— 1.00 1,00 .83 1.00 .85- — .90 .90 — 1.20 - 1.00 1.00 1.00 1.00 Governeur DB 2 .40 . .65 mm .65 mm 1.25 1.00 .85 .85 .. 1.00 mm — 1.00 — _ Ogdensbcjrc DB 2 .40 .75 .45 .45 .50 .45 1.25 .90 1.00 .85 _ 1.20 .85 JL-20 1.00 mm .75 .90 1.00 1.00 _ sa ra toga wpa .40 _ 1.00 .60 .50 .50 .50 1.25 1.00 1.00 1.25 1.20 1.00 1 .25 1.00 mm. 1.20 1.20 1.00 1.12 Saratoga Springs DB 3 .50 .65 mm 1.00 1.25 1.00 mm 1.20 — 1.38 Schenectady wpa .60 .55 .55 .55 .52 1.45 1.00 1.20 1.20 1.40 1.20 .88 1.35 mm 1.20 1.20 1.20 1.00 Schenectady nn 3 .65 1.00 .65 .80 1.45 1.20 1.45 1.35 1.25- 1.45 1.13 1.45 1.35 1 .38 1.20 1.20 1.1*5 1 t3° 1.25 1.45 pwa .65 .65 _ .55 1.45 1.20 1.45 1.35 1.38 1.45 1.00 1.45 1.35 — 1.38 1.38 1*35 1x38 ■ Steuben WPA .45 .55 .65 .55 — .55 — — .55 1.25 1.00 .90 .90 1.00 1.00 .90 1.25 1.25 - 1.25 .90 - 1.0C' 1.25 Arkport DB 2 .50 — .75 .60 — — — .55 - 1.00 1.38 . 1.00 - - - - - 1.35 - - - - Bath DB 4 .50 - - .602/ .50 .60^ - .55 1.38 1.00 1.38^ 1.00 1.38^/ 1.502/ .95^ /l.38 1.192/ 1.382/ i.oo2/ 1.00?/ 1.19?/ 1.38 • Hornell DB 2 .50 - .75 .60 - .60 - - .55 - 1.00 1.25 1.00 - - .95 - 1.19 - - 1.00 1.19 - - Suffolk WPA .50- .85 .75- .90 .63 _ mm .85 1.25- 1.00- 1.75 1.43 1.50- 1.00- 1.00- 1.25- 1.25- — 1.54 1.65 1.40 1.65 1.44 .55 .85 1.88 1.25 1.65 1.75 1.28 1.50 1.50 P.N.S. PWA .90 — _ 1.14 _ _ 1.14 1.00 1.89 1.25 1.75 1.50 1.65 1.75 1.29 2.00 1.50 - 1.54 1.65 2.00 1,93 1.69 P.n.s. afl .90 1.14 _ 1.14 1.00 1.89 1.43 1.75 1.50 1.65 1.75 1.60 2.00 1.50 — 1.54 1.65 2.00 1.93 1.69 East Marion (near) DB 3 .65 _. 1.14 mm .63 _ 1.16 1.00 1.39 1.00 1.75 1.44 1.65 1.75 1.29 1.25 1.50 1,75 1,54 1.65 1.75 1.93 1,56 Hampton Bays DB 3 .65 1.14 - .63 mm mm 1.00 1.89 1.00 _ 1.44 1.65 1.75 1.29 1.25 1.50 1.75 1.65 1.75 1.93 - l|on jauk DB 4 .65 1.14 .63 1.16 1.89 1.00 1.75 1.44 1.75 1.29 1.25 1.50 - — 1.65 1.75 — 1.56 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, S9^8 Selected Occupations NEW YORK 88. P—148 County and City or Town source UN- ski LLED Intermedi ate sk 1 lled laboreh cement f1n1sh- er helper con¬ crete mtxer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over •* tons) brick¬ layer carpem-* ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter PLAS¬ terer PLUMB¬ er rein¬ forc¬ ing steel worker iocfer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Suffolk (continued) Northpop t ob 3 .65- _ 1.14 1.14 —. _ 1.89 1,25 1.75 _ 1 .?Q 1 ,7r 1.93 mm .90 Orient db 4 ,50 - .60 - — — — - — - 1.00 1.25 — — 1.25 _ — — — _ _ 1.00 1.65 mm tompk ins WPA .40 — .50 ♦60 .63 .50 .63 — .50 1.25 1.00 1.25 1.00 1.12 1.00 1.00 1.25 1.03 _ .90 .90 1.12 1 thaca Pf a .60 - - — .63 — — .75 .75 1.25 1.00 1.25 1.00 1.38 1.50 1.00 1.25 1.03 1.00 1.00 1.03 1.38 1.25 AFL - - - — .63 — — .75 - 1.25 1.00 1.25 1.00 i.3e 1.50 1.00 1.25 1.03 __ 1,00 1.00 1.03 1.38 1.25 ulster wpa .4) — .47 • 50 .50 .50 •50 — ,47 1.25 1.13 1.25 — 1.65 1.40 .88 1.25 1.13 1.13 1.13 1.50 p.n.s. ob 3 .60 — .75 — _ _ _ 1.50 1.13 1.50 1.13 1.00 1.13 1 .75 1.13 1.13 1.75 Warren wpa r.45 — ^.65 .50 _ .50 — .51 1.25 1.00 .93 1.20 1.13 .80 1.25 1.12 1.20 1.20 1.12 1.20 1.12 Glens Falls PWA .50 — — — — .70 .50 1.25 1.00 1.25 .93 1.25- 1.13 1.00 1.25 1.13 1.00 1.00 1.13 1.38 1.13 r 1 .38 AFL .50 .. — — .70 — 1.25 1.00 1.25 1.20 1.13 1.00 1.25 1.13 1.00 1.00 1.13 1.10 1.13 Wayne wpa .40 .50 »o5 .50 .50 .50 _ .60 1.00 1.00 1.00 .75 1.00 .65 1.00 -80 . .75 .75 1.00 s0du8 OB 3 .50 — .65 •• 1.00 .75 1.00 _ .90 1.10 .90 1.00 westchester WPA .50 — 1.50 .87 .90 .63 .70 1.06 .81 1.72 1.50 1.72 1.40 1.50 1.40 1.29 1.72 1.40 1.40 1.34 1.40 1.25 1.65 1.43 fort Slocum OB 3 ,65 — 1.03 .se 1.03 — 1.16 — 1.72 1.72 1.72 1.65 1.75 1.29 1.72 1.53 1.75 1.60 1.50 1.53 1.93 1.56 harrison ob 3 .65 — 1.03 ,ee 1.03 — — 1.16 — 1.72 1.72 1.72 1.65 1.75 1.29 1.72 1.53 1.75 1.60 1.50 1.53 1.93 1.56 new rochelle ob 2 .v'5 — _ — _ _ — 1.29 1.72 . _ yates WPA .35 — .50 .40 _ .pc .40 1.00 1.00 1.00 .75 1.00 1.00 .60 1.00 .80 1.00 mm .90 1.00 penn yan DB 2 .50 — .65 .65 _ .65 mm .55 1.00 1.25 1.00 1.00 1.25 1.15 — 1.00 y Except Jamestown HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selecteo Occupations north Carolina p—148 County and City or Town source un¬ skilled Intermediate Sk illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet mf"l . ihtfi helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein— roRo- i no steel worker loorcR, compo¬ sition sheet metal worker steam ritter struc¬ tural iron worker tile layer Alamance WPA .23 .35 .35 .35 .35 .35 . 35 .35 ,80 .50 .50 .ro .50 ,65 ,50 tr0 .ro .65 ,50 ,80 ,80 ,ro ,80 Burlington ob 4 .35 .45 — .50 .75 1.10 1.00 .75 — — 1.10 mebane OB 4 .35 — .50 .45 .40 .40 — «50 .50 1.25 .75 1.10 1.00 — 1.00 .75 1.10 1.10 .75 .75 1.00 1.10 1.25 1.25 Alleghany WPA .20 .30 .30 .30 .30 .30 .30 — .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 - .50 .80 .80 .80 .80 p.n.s. db 4 .30 _ .45 _ _ _ .45 .60 _ .45- _ .65i !/ - — .40 _ — .. .75^ — .75 Ashe WPA .20 .30 .30 .30 .-J .30 .30 — .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 ,80 P.n.S. ob 4 .30 .. • _ _ — — .45 .60 — .45- — — — .40 — — - .75 beaufort WPA .23 .35 .35 .35 .35 .35 .35 .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .30 .80 .80 washington DB 2 .35 — _ _ _ _ .85 1.25 — — — — brunswick WPA .20 .30 .30 .30 .30 .30 .30 mm .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 .80 southporj db 3 .40 .45 .75 .90 1.00 .80 .75 1.10 .85 Buncombe WPA .29 .40 .40 .40 .40 .40 .40 , .60 1 .00 .60 .60 1 .00 .60 .75 .66 .rr 1.00 .75 .60 .83 .88 1.09 1.00 a6heville PWA .30 .50 1.00 .88 1.00 1.00 .75- 1.13 .83 1.10 1.00 1.25 .88 1.00 1.25 1.00 1.25 afl _ _ .50 _ 1.00 .88 1.10 1.00 1.00 1.13 .88 1.10 1.00 _ 1.00 1.00 1.00 — 1.00 C .30 — — — .30 — 1.00 .83 1.00 1.00 — 1.00 .75 1.10 1.00 — .88 1.00 1.00 - 1.00 carteret WPA .20 .30 .30 .30 .30 .30 .30 .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 ,80 .80 beaufort db 2 .30 .45 .35 1.25 .75 .90 .80 .75 1.25 1.25 _ .85 1.25 — bogue db 2 .30 *• .45 .35 .50 1.25 .75 *90 .80 _ .75 1.25 1.25 _ — .85 1,25 — - Harkers Island db 2 .30 .45 _ .35 .50 mB 1.25 .75 .90 .eo .80 .75 1.25 1.25 — — .85 — - portsmouth db 3 .50 .63 _ .80 _ .75 1.25 .90 1.25 1.00 1.00 .85 mt 1.00 — 1.00 - 1.25 - , Catawba WPA .23 .35 .35 .35 .35 .35 •35 . .50 .80 .50 .50 .30 .50 .65 .50 .80 .80 .65 .50 .90 .80 .eo .80 newton db 4 .30 .40 1.10 1.00 .75 1.00 1.00 .75 1.10 _ - — - C. 01 umbus wpa .20 .30 .30 .30 .30 .30 • 30 .40 .ro .40 .50 .ro .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 ,.80 *u 1 tf\# | lle nr ? .25 .35- .35 .35 .35 .35- 1.00 .75 1.00 .75 .75 .75 1.00 1.10 .75 .75 .75 1.10 .75 .75 .60 .45 cuuberi ano WPA .23 .35 .35 .35 .35 .35 .35 .50 -RO .50 .50 .ro .50 .65 .50 .80 .80 .65 .50 .RO .80 .80... .80 Fort Bragg db 2 .25 .35- .35 .45 .35 1.00 .75 1.00 1.00 .75- .75 .75 1.00 1.00 .65 .75 .75 1.00 1.00 1.00 .50 1.00 1 90. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations north Carolina - 2 P-148 County and City or Town SOURCE UN¬ SKILLED Interm ED 1 AT E SK ILLED LABORER CEMENT FINISH¬ ER HELPER CON¬ CRETE MIXER OPERA¬ TOR ELEC¬ TRICIAN HELPER HOO CARRIER 'LUMBER HELPER SHEET METAL worker HELPER tile LAYER HELPER TRUCK DRIVER (OVER It tons) brick¬ layer CARPEN¬ TER CEMENT FIN¬ ISHER ELEC¬ TRICIAN ENGI¬ NEER;, HOIST¬ ING LATHER MfTAL PAINTER plas¬ terer plumb¬ er rein— forc¬ ing steel •orker ioofer , compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Currituck WPA .20 .30 .30 .30 .30 .30 .30 - .40 .80 .40 .50 .80 .50 .50 .50 .30 .80 .60 .50 .80 .80 .80 .80 corol LA DB 2 .40 - .60 - - - - - - 1,25 ,35 .90 1.25 — .80 .75 1.10 1.25 — _ .80 1.25 P.N.S. DB 3 .40 - - .50 - - - - .50 1.25 .85 .90 1.25 — - .75 — 1.25 — .75 .30 — — 1.25 oare • PA .20 .30 .30 .30 .30 .30 .30 - .40 .80 .40 .50 .80 .50 .50 .50 .80 .30 .60 .50 .80 .80 .80 .80 Buxton DB 3 .35 - .45 - - - - - - 1.25 .75 1.00 - - .80 .75 1.10 1.10 — — .85 _ .90 .. hatteras DB 3 .45 - .45 - - - - - - - .75 1.00 1.00 - .30 .75 1.10 - - - .85 — — — RODANTHE DB 3 .35 - ,45 - - - - - - - .75 1.00 1.00 - .80 .75 1.10 - — — .85 1 — .90 _ EDQEC0M6E WPA .23 .35 .35 .35 .35 .35 .35 .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .30 .80 TAR09RQ ,35 - — .50 .63 — .50 — .90 1.10 1.00 — .35 1.10 1.10 1.10 _ _ Forsyth iPA .29 .40 .40 .40 .40 .40 .40 _ .60 1.00 .60 .60 1.00 .60 .75 .66 .88 1.00 .75 .60 .88 .88 1.00 1.00 • inston-Salem P*A .25 _ _ .30 .50 1.00 .75 .85 1.25 .75 1.25 1.10 1.00 1.10 1.25 1.25 AF! _ _ .50 _ _ 1.25 1.00 1.25 a,» 1.25 1.10 a 1.10 1.25 Gaston iPA .23 .35 .35 .35 .35 .35 .35 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 reliion t OR 4 .25 .40 .45 .30 .45 .40 1.00 .75 .75 1.00 1.00 .75 1.00 1.00 1.00 .75 1.00 1.00 1.25 Granville IPA .20 .30 .30 .30 .30 .30 .30 w .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 .80 nxroRD DB 4 .30 .30 .50 .35 .50 .25 1.00 .75 1.00 1.00 .75 .75 1.10 1.10 .45 1.00 1.00 1.10 1.25 .75 Guilford iPA .29 .40 .40 .40 .40 .40 .40 .60 1.00 .60 .60 1.00 .60 .75 .66 .88 1.00 .75 .60 .88 .88 1.00 1.00 gnfrnartono p*a .30 .. .50 1.25 .71 1 .in 1.00 1.00- .75 1.10 1.10 1.00 1.10 1.25 1.25 1.25 halifax • PA .23 .35 .35 • 35 .35 .35 .35 _ .50 .80 .50 .50 .30 .50 1 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 Enfield (near) DB 4 .30 .45 .35 .45 _ .50 1.10 .85 1.00 .85 1.10 1.00 .. _ wfi nan OR 2 .35 «a .75 .45 .45 .63 .45 .50 .50 1.25 .90 1.10 1.00 -90 .85 1.10 1.10 .50 1.00 1.00 1.10 1.25 1.10 harnett • PA .20 .30 .30 .30 .30 .30 .30 _ .40 .30 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 .80 DUNN DB 2 .25 — .35 .45 .35 .. .45 .45 1.00 .65 1.00 1.00 — — .65 1.00 1.00 — — .65 — — .80 Hiv.nnn iPA .23 .35 .35 .35 .35 .35 .35 _ .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 CRU80 (near) DB 3 .30 .45 — — - .45 - .60 .75 — .45 - — - - .55 - - - - - Iaynesville DB 2 .25 - - .50 - .40 - - - - .75 .75 1.00 - - .75 1.00 1.00 - .75 - - - - hoke IPA .20 .30 .30 .30 .30 .30 .30 _ .40 .80 .40 .50 .80 ,50 .50 .50 .80 .80 .60 .50 .80 .80 .80 .80 P.N.S. DB 3 .25 _ .35- _ — — _ _ .35 1.00 .75 1.00 1.00 .75- .75 .75 1.00 1.00 .65 .75 ,75 1.00 1.00 - .50 1.00 91. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9}8 Selected Occupations north Carolina - 3 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement f1nish- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper TILE layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher eleo- trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein— foro— ing steel worker roofer, compo¬ sition sheet metal worker steam ritto* struc¬ tural iron worker tile layer hyde ipa .20 .30 .30 .30 .30 .30 .30 - .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 .80 ocracoke ob 3 .45 _ .45 _ — _ mm — 1.25 .75 1.00 1.00 — — .75 - 1.10 - - — 1.10 — - iredell wpa .23 .35 .35 .35 .35 .35 .35 .35 .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 Statesville ob 2 .30 _ .45 .45 .40 .63 .45 .50 .40 1.10 .70 .70 1.00 .60- .75 .75 1.00 1.00 .75 .75 .90 1.00 1.25 1.10 1.00 lenoir ipa .23 .35 .35 .35 .35 .35 .35 - .50 .80 O in • .50 .80 .50 .65 .50 » cd O .80 .65 ,50 .80 • cd 0 .80 .80 KJNSTON ob 2 .35 mm .50 .45 — .50 1.25 .90 1.00 - .85 1.25 1.10 .75 .35 - 1.25 1.25 mcdowell wpa .20 .30 .30 .30 .30 .30 .30 .40 .80 .40 .50 .80 .50 .50 .50 .30 .80 .60 .50 .80 .80 ,90 ,80 little switzerland (near) db 3 .30 .45 .45 .60 .75 .45 .40 — martin wpa .20 .30 .30 .30 .30 .30 .30 mm .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 ,90 .80 williamston db 3 .35 .50 .50 .45 mm .50 1.25 .75 1.00 1.00 1.00 .75 1.10 1.10 _t7s. f .75 .85 1.10 1.2s 1.25 Mecklenburg wpa .29 .40 .40 .40 .40 .40 .40 mm .60 1.00 .60 .60 1.00 .60 .75 .66 .88 1.00 .75 .60 .88 .88 1,00 1.00 Charlotte db 1 .30 .40 .40 mm .40 .75 1.00 .80 .80 _ — _ .75 — — pwa .30 .60 1.25 .38 1.00 1.00 1.05- 1.00 .75 1.00 1.25 i 1.00 1.00 1.00 1.25 1,25 1.25 1.25 afl mm _ _ .60 _ _ 1.25 .88 1.00 1.00 1.05- 1.00 — 1.00 1.25 1.00 1.00 1.00 1.25 1.25 1.?5 1.25 new hanover wpa .20 .40 .40 .40 .40 .40 .40 .60 1.00 .60 .60 .80 .60 .75 .60 .80 1.00 .75 .60 .80 .80 1,00 1.0p wilmington db 4 .40 .75 mm .75 mm _ - p.n.s. db 3 .40 .45 —m —, mm 1.25 .75 .90 1.00 .80 .75 1.10 1.10 _ ,85 1,10 _ — ROpK|ngham wpa .23 .35 .35 .35 .35 .35 .35 .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 leaksville nn 3 .35 .50 .45 .40 .40 .50 .50 1.25 .75 1.00 1.00 1.00 .75 1.10 1.10 .75 .75 1.00 1.10 1.00 1.25 REI06VILLE db 1 .30 mm .75 «•» .75 - - - Rowan wpa .23 .35 .35 .35 .35 .35 .35 .50 .80 .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 .80 .80 .80 .80 Salisbury dr 1 .30 .45 .70 .75 .75 1.00 _ — 1.00 — - Swain wpa .26 .30 .30 .30 .30 .30 -30 .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 _^£L Cherokee db 3 .25 .35 .50 .30 .40 .35 .35- 1.00 .75 .75 1.00 .45— .75 .75 1.00 1.00 .75 .75 1.00 1.00 1.00 .75 .75 Transylvania wpa .20 .30 .30 .30 .30 .30 .30 .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 .80 .80 .80 ,90 p.n.S. db 3 .30 .45 .45 .60 .75 .45 .55 — — - - 92. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9}8 Selected Occupations north Carolina -4 p—148 County and City or Town source UN¬ SKILLED intermediate SK illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over it t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather/ metal painter plas¬ terer plumb¬ er rein— roro- 1 no 8teel worker toofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer vance wpa .23 .35 .35 .35 .35 .35 .35 - .50 .eo .50 .50 .80 .50 .65 .50 .80 .80 .65 .50 •80 .80 .80 .80 henderson ob 2 .35 - - - - - - - - - - - - - - .85 1.10 - — - _ — _ _ »ake wpa .28 .40 .40 .40 .40 .40 .40 - .60 1.00 .60 .60 .eo .60 .75 .60 .80 1.00 .75 .60 .80 .80 1.00 1.00 raleigh OB 1 .35 - .75 .45 .45 - - - .50 1.10 .90 1.10 1.00 - 1.00 .85 1.10 - .75 .75 .85 — 1.25 — pwa - - - - - - - - - 1.10 - - 1.00 - - - - 1.00 - - 1.00 1.00 — 1.10 Watauga wpa .20 .30 .30 .30 .30 .30 .30 - .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .50 O CD • .80 .80 .80 boone DB 3 .25 - .35 .35 .35 .35 .35 .35 .35 - .75 .75 .75 - .75 .75 1.00 .90 .75 .75 .75 .90 .75 .90 P.N.St DB 4 .30 - .45 - - - - - .45 - .60 - — .45— - - - -> mm .40 - — - — _ .75 wilkes wpa .20 .30 .30 .30 .30 .30 .30 - .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .80 .80 .80 .80 .80 p.n.s. DB 4 .30 - .45 — — — — — .45 .60 — _ .45- — - — - .40 — — — _ .75 yancey wpa .20 .30 .30 .30 .30 .30 .30 .40 .80 .40 .50 .80 .50 .50 .50 .80 .80 .60 .80 .80 .80 .80 .80 p.n.s. DB 3 .30 .45"I .45 _ .60 .75 .45 _ .40 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations 93 NORTH DAKOTA P—146 County and City or Town source UN¬ SKILLED intermed!ate Sk illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal r-'RKER HELPER tile layer helper truck driver (over li tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— FORC¬ ing steel WORKER *gofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer benson II PA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .90 .55 .90 .55 .80 .75 IT CC < .80 .81 .*5 ,65 .80 1.00 .65 fort totten DB 3 .40 .. .60 .70 .50 .60 .60 .80 .50 1.20 1.00 1.00 1.00 .50- 1.20 .90 1.20 1.00 .80 .75 1.10 1.00* 1.10 1.20 1.00 burle1QH WPA .48 .55 .55 .55 .55 .55 .55 .55 .55 1.35 .90 .69 .90 .69 1.00 .85 .95 .90 .69 .75 .75 .90 1.00 .90 Bismarck PWA .65 — _ — — _ — — _ 1.35 .90 _ 1.00 1.40 1.00 1.00 1.00 1.35 C .50 — — — .50- - — — — • 1.35 .80- .70- .80- .80- .80- .30- 1.35 1.20 .80- .80- 1.20 1.00- 1.35 .65 .90 .75 .90 .90 1.00 .90 1.00 1.00 1.20 Cass WPA .48 ,55 .55 .55 in IT) • .55 .55 .55 .55 1.35 .90 .70 .90 .70 1.00 .85 .95 1.00 .70 .75 .75 1.00 1.00 .RO Fargo DB 3 .50 _ .80 .60 .60 .60 _ .65 .60 1.35 .85 .90 1.00 .80- 1.00 1.00 1.00 1.00 .90 r .75 .90 1.00 1 r00 1 .m 1.00 PiA — _ — _ 1.35 1.00 1.00 .95 1.00 1 .00 OB AFL .65 — _ — .95 _ _ .75 .75 1.38 .90 1.25 1.25 1.40 1 .00 1.25 1.50 1.38 1.50 1.25 1.25 1.38 1t50 1.33 Eddy WPA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .80 .55 .80 .so .75 .95 .90 .55 .65 .65 .90 1.00 .65 new rockford DB 3 .40 .60 .70 .50 .60 .60 .80 .50 1.35 1.00 1.00 1.00 1 .20 .<50 1.20 1.00 .80 .75 1 T10 1 ,on 1.10 1.20 golden valley WPA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .80 .55 .80 .55 .80 .75 .85 .60 .55 .65 .65 ,30 1.00 .65 golva OB 3 .50 - .601/ - .60i/ - - - .60 - 1.00 — 1.00 - - - - - i.ool/ - - - - - Grand Forks WPA .48 .55 .55 .55 .55 .55 .55 .55 .55 1.35 .90 .69 .90 .69 1.00 .35 .95 .90 .69 .75 .75 .90 1.00 .30 Grand Forks DB 2 .50 - - - - - .50 - - - 1.00 - - - - .90 - - - - 1.00 - - - PWA - - - - - - - — — 1.35 1.00 .80 1.00 — 1.00 .85 1.10 .90 - - 1.00 .90 1.25 1.35 1 Mclean WPA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .90 .55 .80 .55 .90 .75 .85 .30 .55 .65 .65 O CO • 1.00 .65 Elboboods DB 3 .40 - .60 .70 .50 .60 .60 .30 .50 1,35 1.00 1.00 1.00 .60- 1.20 1.00 1.20 1.00 .80 .75 1.10 1.00 1.10 1.20 1.00 . • Ramsey WPA A/ .44 .50 .50 .50 .50 .50 .50 .50 ,50 1.35 .90 .63 .90 .63 1.00 .85 .95 .90 .63 .75 .75 .90 1.00 .80 Devils lake WPA .48 .55 .55 .55 .55 .55 .55 .55 .55 1.35 .90 .69 .90 .69 1.00 .95 .95 .90 .69 .75 .75 .90 1.00 .BO DB 3 .40 - .60 - .50 - - mm .50 - 1.00 1.00 - .60 - .90 1.20 - - - - - - - Rolette WPA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .90 .55 .80 .55 .00 .75 .85 .80 .55 .65 .65 .80 1.00 .65 Belcourt DB 3 .50 — .65 .65 .65 .65 .65 .65 .65 1.35 1.00 .90 1.00 1.00 1.00 .85 1.35 1.00 1.00 1.00 1.00 1.00 1.25 1.25 s19ux WPA .40 .45 .45 .45 .45 .45 .45 .45 .45 1.35 .80 .55 .80 .55 .80 .75 .85 .80 .55 .65 .65 .80 1.00 .65 P.M.S. DB 3 .40 _ .60 .70 .60 .60 .30 .50 1.35 1.00 1.00 1.00 1.20 1.00 1.20 1.00 .80 .75 1.10 1.00 1.10 1.20 1.00 iard WPA .48 .55 .55 .55 .55 .55 .55 .55 .55 1.35 .90 .69 .90 .69 1.00 .85 .95 .90 .69 .75 .75 .90 1.00 .80 not PWA mm .55 i.?5 .55 1.90 1.W 1.1?" 1.00 1.25 1,00 1.50 1.90 1,50 .75 1.40 a/ Except Devils lake. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations qhio P—148 County and City or Town SOURCE UN- SKt LLED INTERMED1 ATE SK ILLED LABORER CEMENT FINISH¬ ER HELPER CON¬ CRETE MIXER OPERA¬ TOR ELEC¬ TRICIAN HELPER HOO CARRIER PLUMBER HELPER SHEET METAL WORKER HELPER TILE LAYER HELPER TRUCK DRIVER (over >4 tons) BRICK¬ LAYER CARPEN¬ TER CEMENT FIN¬ ISHER ELEC¬ TRICIAN ENGI¬ NEER, HOIST¬ ING LATHER; METAL PAINTER PLAS¬ TERER PLUMB¬ ER REIN¬ FORC¬ ING STEEL WORKER tOOFCR, COMPO¬ SITION SHEET METAL WORKER STEAM FITTER STRUC¬ TURAL IRON WORKER TILE LAYER Ashtabula WPA ,50 .59 .59 .59 .59 .59 .59 .59 .59 1.50 1.00 1,50 1,13 - 1.00 1.00 1.50 1.13 1.00 1.00 1.00 1.13 1.00 1.50 A6HTABULA DB 2 .65 _ a. ,80 _ _ .80 1.38 1.13 1.20 1.00 _ 1.13 1.38 1.20 «o I.20 1 ,TO 1 ,26 BELMONT KPA ..45 •5l .51 .51 .51 ,51 .51 .51 .50 I.5C l.OC 1.25 1.00 - - 1.00 1.25 l.OC ,65 .65 1.00 1.25 — Bridgeport (IB 2 .55 .60 .65 .60 .50 .65 .80 i.25 1.00 1.25 1 .00- 1.25 1.00 1,26 l ,oo ,80 ,90 i,nn 1,00 |.?6 I ,oo 1.20 Butler WPA .45 .60 .84 .60 ,80 .60 .60 .60 ..65 1.63 1.30 1.25 1.25 _ 1.30 1.13 1.63 1.25 i.ie .91 l .»8 1,25 1,25 I.OO HAMILTON PWA .60 mm I.CC 1.63 1.30 1.25 1.25 1.31 1.13 1.63 1.50 1,20 1,60 AFL .60 _ — 1.00 _ mm 1.63 1.30 1.25 1.25 l.3l 1.25 1.63 1.50 1.20 <— 1.50 WW 1,25 MlOOLETCWN DB 3 .50 _ mm «. 1.30 1.12 1.63 1 f IP — PW 1,63 Carroll ft'PA .50 ,56 .56 *56 .56 .56 .56 .56 ,56 1.25 . .70 .70 .70 - .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 P.N.S. AFL .65 _ _ — .90 _ _ .80 .80 1.50 1.25 1.25 1.10 1.13- 1.50 1.15 1.50 1.28 1.50 1.00 1 .00 1100 1,50 1,50 1.25 Clark WPA ,50 .60 .65 *60 .60 .60 •60 ,60 .60 1.25 I.CO 1,00 1.00 1.00 1.00 1.00 1.00 1.35 1.00 l.OC 1.20 1.20 „ SPRINGFIELD PWA .50 mm — _ mm mm .75 .60— !.50 1.00 1 .^5 1.25 1 iPS* 1.50 ,85 1.25 1.35 1 .35 1.00 1.00 1.35 1.50 .75 U50 AFL .50 mm mm .75 ^, .75 — 1.50 I.CO 1.25 1.25 I *5C 1.50 1.25 1.35 1.35 1,00 !ftOO 1,60 I ,50 COLUMBIANA WPA .50 .58 .50 ,58 .58 .59 .58 ,58 .5P 1.25 1.13 l.OC I.CO 1.25 1.00 I.IO 1.20 ■> .75 .86 .91 1.20 .75 1.25 Salfm DB 1 .50 .80 .60 «• .65 .75 1.38 1.00 1.00 1.20 mm pm 1.00 1.25 1.15 I.CO 1.00 1.50 — WELLBV1LLE DB 2 ,50 - .80 - - - • - .65 - 1.13 I.CO 1,25 mm - 1 .20 ,65 - 1.20 — C03H0CT0M WPA .50 .57 .57 ,57 .57 .57 .57 ,57 .57 1,25 1.00 1,00 l.OC - I.CO .75 .90 .90 .72 .72 .72 .90 ,72 1,25 COSHOCTON do 7 .50 MM ,65- mm .65 .60 .60 .65 1.25 1 ,00 1 ,00 i roo 1 ,2D ft9"5 .90 1.25 1.00 .80 .75 1.00 1.09 1.29 1.25 .80 CRAWFORD WPA »'C .45 .45 .45 .45 .45 .45 .45 .45 1.25 .81 .81 .81 ,ei MB. .81 .ei ,81 .81 .©I _ .91 _ Rucvrus DB 1 .50 mm .60 mm 1.25 .80 I.00 1.00 mm .75 1.25 sat CWYAHP8A WPA .61 .88 1.15 .88 .98 .98 .fie I.CO .75 1.63 1.38 1.38 1.65 1.50 1.63 1.30 1.63 1.50 _ 1.43 1.38 1.50 1.63 1.50 , CLEVELAND DB 2 .00 1.15 l.OC 1.00 .75- 1.63 I.3P. 1 .38 i f65 1.38 1.63 l t30 1.63 l .BO 1,63 I ,43 1,38. |,60 1.63 1.50 .95 PWA .90 mm •• .90 I.CO 1.6 3 1 .38 I.3S 1.65 1.38 1.63 1.30 I .63 I-5C 1.63 1.43 1,38 1,50 1.63 1,50 AFL .90 .90 I .00 l .63 I ,38 I ,38 l ,65 l ,38 1 ,30 ir63 <,60 t.63 1,43 1 ,RP 1.50 1.63 1.50 C .90 mm -m _ 1.63 1.38 1.30 1.65 1.38 1.63 1.30 1.63 1.50 • 1.43 1.36 1.50 1.63 I.5C Eric WPA .40 ,45 .45 ,45 .45 .45 ,45 .45 .43 1,50 1.13 .81 1.25 A .91 .81 1.50 1.25 - _ _ 1.25 mm — Sandusky PWA .50 - - ,65 - .75 .65- 1.50 !.»? 1.50 1.09 i«l9~ l»25 1.99 1.25 .89 1.99 1.00 1.63 1 .50 .po i.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selecteo Occupations omo P—148 County and City or Town source un¬ skilled 1 ntermed1 ate SK ILLED laborer cement finish¬ er helper CON¬ crete MIXER OPERA¬ tor ELEC¬ TRICIAN HELPER HOO carrier PLUMBER HELPER sheet metal WORKER helper tile layer helper truck driver (over t0n8 ) BRICK¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofcr, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer SANOU6KY (CONTINUED) AFL .50 •4 - .65 mm - ,65 - 1.50 1»13 1,50 1,00 - - .90 1.50 1,00 - - 1.00 1,50 — 1,50 EpankLIm WPA ,50 .65 .65 .65 .80 .65 .65 .65 ,65 1.56 1.15 1.00 1,00 1.25 1.20 1.13 1,38 1.38 1.25 .75 1.00 1,38 1.38 1.38 cm iiuriir DB 3 *50 •» .75 .80 *50 MB 1.56 1.15 m 1.13 «• 1.31 1.13 l .38 1.35 1.15 PWA .50 mm — .80 - .65 .65- 1.56 1.15 1.13 1,13 1.30 1.31 1.13 1.38 1.38 1.13 1.00 1.15 1.39 1.38 1.25 ,75 AFL »50 mm — *80 — IB* .65 .75 1.56 1. |5 1,13 1.13 1.30 l.3l UI3 1.38 1,38 1.13 1,00 1.15 1.38 1,38 1.25 C .56 > K.r\ ■ 9"% 1.57 c .65 - - — .80 - — — — 1.50 1,25 1.15 1.50 1.50 1.50 1.20 1.50 1.38 mm 1.35 1.38 1.38 1.50 1.25 Meigs wpa .45 .51 .51 .51 .51 .51 .51 .51 ,50 1.25 .81 .75 .86 .75 1 .00 .65 .75 .65 midoleport 0? 3 .50 _ .70 .55 .70 .55 .55 .60 .70- 1.25 .90 1.20 1.00 1.20 .90 1.25 ltpo .80 .so .85 i ,nn i .2* i ,25 .80 POilEROY ob 2 .45 - .70 .55 _ .55 .50 .60 .70 1.25 .90 1.20 1.00 1.20 .90 1.25 i.co .85 .80 .85 1.00 1.25 1.25 MERCER wpa .33 .38 .38 .38 .38 .33 .38 .38 .40 .65 .65 .65 .65 .65 .65 .65 .65 .65 .6 5 colowater db 4 .75 .85 .75 .70 1.63 1.38 1.63 1.65 mm 1.63 1 .30 1.65 1.50 1.25 1 .10 1.25 1 .50 1 .63 1 .50 MONTGOMERY wpa .55 .65 .91 ,65 1,00 .65 .65 .65 .65 1.65 i,3e 1.25 1.65 mm 1.50 1,25 1.50 1 .40 1.35 1.00 1.33 1.40 1.50 i.co Dayton ob 2 .55 - ,65- .75 1.00 .65 .65 «. .80 1.65 1,38 1.25 1.65 1.25- i .50 1.25 1.50 1.40 itR5 i .20 1 T 38 1 ,40 lt5f) 1 ,50 1.20 1.50 pwa .55 - - - 1.00 - — .65 .75 1,65 1.38 1.25 1.65 1.25- 1.50 1.25 1.50 1.40 1.35 1.20 1.38 1.40 i.BO 1.50 1.50 afl .55 ~ - - 1.00 - - .65 mm 1.65 1.38 1.25 1.65 1.25- 1.50 1.25 1.50 1 .40 1,35 1.20 1.38 1 .40 1.50 1.50 i.5c c .55 _ _ _ 1.00 mm 1.65 1.38 1.25 1.65 1.50 1.50 1.25 1.50 1.40 •ft 1.20 1.38 1 .40 1.50 1.50 Muskingum wpa .50 .58 ,58 .58 .81 .58 .58 .58 .55 1.50 1.13 1.25 .90 _ 1.25 .91 1,50 1.00 — _ .90 iftt new concoro ob 3 .50 — .65 .65 .65 .60 .60 .75 .60 1.50 1.00 1,00 i.CO .70- 1.25 .90 1.25 1.00 .80 .90 1.00 1.00 i»3e 1.25 1,00 Zanesville pwa .50 mm - MM .80 - - - mm - - - - - - - 1.00 - - - 1.00 - - 97. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations ohiq r— County and City or Town source UN¬ SKILLED intermediate SK1lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement FlfP- isher elec¬ trician engi¬ neer, hoist— ing lather, metal painter plas¬ terer plumb¬ er rein— roro— 1 nfl 8teel worker toorcR, compo¬ sition sheet metal worker steam ritter struc¬ tural iron worker tile layer noble WPA .45 .5! .51 .51 .51 .51 .51 .51 .45 1.25 .70 .70 .76 - 1.00 .70 1.20 1.00 _ .62 • 62 _ - - AVA ob 1 •40 ,60 .60 _ 1.00 — .75 - — — - - — I.CO mm Ottawa WPA .40 .45 .45 .45 .45 .45 .45 .45 .39 1.25 .81 .8! .8! .31 .81 .81 1.00 i.CO 1.00 — _ I.CO 1.00 mm Camp Perry db t .65 mm mm 1 .10 — — • 90 — — — mm marblehead db 3 .50 .a .80 1.50 1.13 1.50 1.00 mm •. 13 .00 1.50 1 roo mm _ .80 i.nn 1.63 mm Oakharbor do 2 ,50 mm .80 .65 .70 .65 mm .75 .30 1 .40 1.00 1.00 1,38 m 1.63 .80 _u4g_ 1.40 1.25 .85 ■eo 1.38 1.50 1.25 Put-in Bay db 4 .50 n W .65 .65 mm .65 .90 1.50 l.lC 1.25 1.33 1.00- mm .90 _ 1.00 — 1.63 - 1.25 • Paulding WPA ,33 ,38 .38 .38 ,38 .38 ,33 .38 ,40 .9! .65 ,65 .65 - .65 .65 .65 .65 - ,65 - .65 mm mm Paulding db 2 .45 am .65- .50 .65 .60 .60 .65 .80 1.39 .90 1.00 1.00 1.00 1,00 1.39 1.00 l,»0 ,90 ,7*5 1 ,no 1,38 '.25 .80 PTKT WPA .38 .42 .42 .42 .42 .42 .42 .42 .50 1 .00 .65 .65 ,65 ,65 1 ,00 w« ♦52. 1.00 •52 Waverly db 3 .46 .65 .60 ,75 ,65 ,65 1,50 1.00 1.25 1,00 • 1.25 1.00 1.25 1.20 1.13 1.00 1.00 1.20 1.38 1.38 r0s8 WPA .45 .55 .51 .51 .51 .51 .51 .51. ,50 1.50 .81 .81 .90 .75 l«!3 .8! 1.13 1.13 .31 - - 1.13 - - Chillicothe db 4 .46 mm .65 .60 .75 .65 .50 .65 .65 1.50 1,00 1,25 1.00 i.00-* 1 ,3| 1 ,00 •.75 1 ,?C* 1 .17 i.on 1 .x 1.20 1.38 i.38z 1.20 scioto WPA .50 .58 .58 .58 .58 .58 .58 ,58 .61 1,25 i.!3 1.25 1.25 .96 1.25 1.10 1 .25 1.25 .73 i.oo 1.00 — 1.00 1.00 portsmouth PWA .50 m m .70 mm .50 .50 1.25 1 .13 t #25 1.25 t.CC- 1.25 T»TO 1 .25 T .25 l.?5 1.13 1.C0 1.25 1 .38 1.25 >1.25 API .50 a., .70 mm mm .60 mm 1,25 1,13 1.25 1.25 1.00 1.25 l.lC 1.25 1.25 1.25 1.00 1.00 1.25 1.38 1.25,/, 1 stark WPA ,60 .72 .72 .72 .80 ,72 .72 .72 ,65 1,50 1.25 1,25 l,!0 1.50 1.20 1,00 1*5 1.20 1,50 .85 1.13 1.20 1.50 1.25 P.N.S, PWA ,60 mm mm mm a. mm .80 .65- 1.50 1.25 1.25 l.lO 1.13- 1.38 l«!5 1.50 t.28 1.50 1.00 t.oo 1.23 1.50 1.50 .80 1.25 AFL .65 mm - — .80 ++ mm .«0 .30 1,50 1,25 1,25 1 .10 i • 13— 1.50 1,15 1.50 1,28 1,50 1.00 1,00 1.00 1.50 1.50 alliance DB 3 .65 m .90 .80 mm mm mm 1.25 1.25 1.25 mm 1.15 „ 1.00 1.00 mm 1.50 _ summit 'A PA .60 .72 .80 .72 .7? *12 *72 .72 .65 1 .50 i.i 3 i .38 1.20 1.50 1.50 1.15 1.63 1,38 t ,39 i,i3 itf3 1,38 1,63 1.25 Akron DB 3 .60 mm mm .80 mm .90- 1.50 1.13 1.38 1.20 mm 1.50 1.15 1.63 mm 1.13 1.25 1.38 mm I.CO PWA ,60 mm .90 a. .90 .65- 1,50 i,f3 1.38 1.20 1 .13— 1,50 1.15 1.63 1.38 1 .63 1.25 1.25 1.38 1.63 1.25 .70 1 t?6 AFL .60 mm mm .90 •m .80 .70 1.50 1.13 1.38 1.20 1.13- 1.50 1.15 1.63 1.38 1.63 1.25 1.25 1.38 1.63 1.25 1.25 C ,60 .70 mm mm mm 1.50 1.13 1.33 1.20 1.26 1.50 1.15 1.63 1.38 1.13 1.13 1.98 i .50 l.?5 9 98. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19358 Selected Occupations 0hia County and City or Town SOURCE un¬ skilled - intermediate s k1lled LABORER CEMENT r1N18H- ER HELPER CON¬ CRETE MIXER OPERA¬ TOR ELEC¬ TRICIAN HELPER HOO CARRIER PLUMBER HELPER SHEET METAL WORKER HELPER TILE LAYER HELPER TRUCK DRIVER (OVER 1+ T0N8) BRICK¬ LAYER CARPEN¬ TER CEMENT FIN¬ ISHER ELEC¬ TRICIAN ENGI¬ NEER, HOIST¬ ING LATHER METAL PAINTER PLAS¬ TERER PLUMB¬ ER REIN— rORO— ING STEEL •ORKER IOOFER, COMPO¬ SITION SHEET METAL WORKER STEAM TITTER STRUC¬ TURAL IRON WORKER TILE LAYER Cuyahoga Falls db 4 .60 _ •65— — - .65 - .90 .80- 1.50 1.13 1.3? 1.20 - 1.50 l.?5 1.63 1.38 1.50 1.13 1.13 1.38 1,50 1.25 1.13 1.00 Tuscarawas WPA .55 .70 .70 .70 .80 .70 .70 .70 .65 1,35 1.00 1.38 1.00 1.63 1.00 1,00 1.38 1.00 .91 I.CO 1.00 1,00 1.00 1,25 denn180n DB 3 .55 .80 .70 .80 .70 .60 .73 .65 1,38 1.00 1.00 1,20 - 1.20 1.00 I.3s 1.20 .90 .90 1.00 1,20 1.25 1.38 Tuscarawas pw A .55 am IP* .70 _ _ 1.00 .70 1,38 1.00 i.ae 1.00 1,13- 1.25 I.CO 1.38 1.00 1.50 1.25 1.25 1.00 1.50 1.38 1.25 AFL .55 m mm mm .50 - - 1,00 - 1,33 1.00 i.3e 1,00 1.25 1.25 1,00 1,38 1.00 1.00 1.25 1.25 1.00 1.50 1.38 , . WASHINGTON WPA .45 .51 .51 .51 .51 .51 .51 »5l .50 1.50 .75 .75 1.00 - - .75 1.25 1. 00 .80 m. LAR IFTTA DB I .50 am .50- ,60 .65 .60 1.33 1.00 - 1.00 - 1.20 ,85 1,25 1.20 - •n 1.00 1.25 .70 wayne WPA .45 .52 .52 .52 .52 .52 .52 .52 .52 1.25 .65 .75 1,00 .75 .75 .65 1.00 1,00 .75 .65 1,00 .81 .75 .75 P,N,§, AFL .65 _ _ _ .90 - - .90 .80 1,50 1.25 1.25 i.ic t • 13—i 1.50 1.15 1.50 1.28 1,50 1.00 1.00 1.00 1,50 1,50 1.25 WQ99 WPA .48 .55 .55 .55 .55 .55 .55 .55 .55 1.50 1.00 .75 - ,75 BP> .80 1.50 ,75 - .75 .75 so MP Bowling green PWA .70 mm .80 - am - •* 1.50 i.co 1 ,00 1,38 - 1.50 .90 1.50 .70 - .80 mm AFL .70 _ am .80 - - - 1,50 1.00 1.00 1.38 mm 1.50 - 1.50 WIW - — — am HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations 99. OKLAHOMA r'lto County and City or Town source UN¬ SKILLED intermediate sk illed laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter pla8- terer plumb¬ er rein¬ forc¬ ing steel worker i00fer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer alfalfa WPA .29 .37 .37 .37 .37 ,40 .37 .37 .37 J.00 .75 .75 .95 .75 .75 .70 1.00 .90 mm 1.00 l»25 .90 | 1,00 1.25 p n. c ~ OB 1 .40 .75 .63 .70 .70 - .70 .70 1.50 1.00 1.25 1.00 I.00 1.00 1.00 1,50 1,25 1,00 1.00 1.25 1.25 1.25 1.50 Beckham WPA .32 .45 ,45 .45 .45 .46 .45 .45 .45 1.25 .80 .90 i. 00 .75 .75 .80 1.00 1.00 mm 1.00 1,00 1.00 1,00 1.25 SAYRE OB 2 .40 mb .70 _ .70 .70 - - .50 1.50 1.00 1.00 1.00 - 1.00 1.00 1,50 1.00 1.00 1,00 1.00 1.00 1.00 1.00 cadoo WPA .32 .45 .45 .45 .45 .46 .45 .45 .45 .90 .75 .80 .90 .70 .75 .70 ,80 .90 mm 1.00 1,00 .90 1,00 1,25 anadarko OB 2 .50 mm .50 „ .70 .70 _ .70 1.50 1.00 1.50 1.13 1.25 1.25 1 .00 1,50 1.25 1,25 1.00 1.25 1.25 1.25 1.25 canadian WPA .32 .45 .45 .45 .45 .46 .45 .45 .45 1.25 .90 1.00 1.00 .75 .75 .75 1.00 1,00 - 1.00 1.00 1.00 1,00 1.25 el reno DB 3 .40 .70 mb .70 .70 1.50 1.00 1.50 1.00 mb 1,25 1.00 1.50 - 1,25 1.00 1.25 1.25 bm 1.25 fort reno OB 3 .40 .70 M .70 .70 - .70 .70 1,50 1.00 1.50 1,00 1.00 1,25 1.00 1,50 1.25 1.25 1.00 1,25 1,25 1.25 1.25 Carter WPA .32 .45 .45 .45 .45 .46 .45 .45 .45 1.20 .75 1.00 .95 .75 .75 .e5 1,10 1.10 - 1.00 1.00 1.10 1.00 1,25 ardmore OB 1 .40 mm .70 .. _ .70 mb - - 1.00 1.00 1.00 mm «• 1,00 mm mm 1.00 - 1.00 - - - COMANCHE WPA .32 .45 .45 .45 .45 .46 .45 .45 .45 1,50 1.00 1,25 1,25 .75 1,00 1.25 1.25 1.25 mm 1,00 1.00 1.25 1.00 1,25 fort sill DB 3 .40 .65 .70 .65 .75 ,65 .60 1.50 1.25 1.50 1.25 1.00 1,25 1.25 1.50 1.25 S.00 1.00 1,00 1.25 1.00 lawton PWA .40 mm mm - .65 - mm - - 1.50 1.25 1.50 1.25 - 1.25 1.50 1.00 - - 1.00 1.00 1.00 1.00 craio WPA .29 .37 .37 .37 .37 .40 .37 .37 .37 1.25 .75 .80 .90 .65 .60 ,70 .85 1,00 mm 1.00 1.00 1,00 1,00 1.25 v ini ta OB 2 .40 .. 1.00 .70 _ - .75 .50 1.50 1,25 1.50 1,38 1.25 1.25 1.25 1,50 1.30 1.25 f.oo 1.38 1.50 1.25 1.50 creek WPA .32 .45 .44 .45 .45 .46 .45 .45 .45 1,35 1.00 1.00 1.15 .75 1.00 ,90 1.00 1.15 mm 1.00 1.25 1.15 1.00 1.25 drumriqht OB 2 .50 mm 1.00 mb 1.00 _ _ .75 .70 1,50 1,25 1.50 1.38 wm 1.25 1,25 1.50 1.50 1.25 1.00 1.38 1.50 1.25 1.50,/ J ellis WPA .29 .37 .37 .37 .37 ,40 .37 .37 .37 .90 .70 .75 .85 .70 .70 .80 .80 ,80 - 1.00 1.00 .80 1.00 1.25 fargo OB 1 .40 .75 ,63 .70 - _ .70 1,50 1.00 1,25 1.00 mm 1,00 1.00 1.50 - 1.00 1.00 1.25 mb 1.25 «m gage OB 4 .40 - .75 mm .70 - - - .70 1.50 1.00 1.25 m 1,00 1.00 1.00 1.50 - 1.00 1.00 1.25 •m 1.25 - garf1elo WPA .36 ,49 .49 .49 .49 .53 .49 .49 .49 1.35 1.15 1.15 1.15 .75 1,00 1,00 1.30 1,25 sm 1.00 1.25 1.25 1,25 1.25 enid cb 1 .40 . - .70 mb ,70 mm - - - - - 1.00 - - mm - 1.00 - - - 1.00 - mb kay WPA .32 »45 .45 .45 .45 ,46 .45 .45 .45 1,35 1.15 1.10 1.10 .90 .85 .90 1.10 1.15 mm 1.15 1.00 1,15 1.00 1.25 ponca db 2 .40 .. .63 - .70 «• — _ - 1,25 1.50 1.13 mm *s» 1.00 1.50 1,13 - 1.25 - mb mm mm PWA .40 • - m .70 - - .75 .70 1.50 1.25 1.25 1.13 1.00- 1.25 1.00 1.50 1.13 - 1.25 1.25 1.25 1.13 1.25 1.13 AFL — _ — .70 _ _ .75 mm 1.50 1.25 1.50 u13 1.00- 1.25 1.00 1.50 1.13 mb 1.25 1.25 1,25 - 1.25 1.13 100. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Oklahoma County and City or Town source UN¬ SKILLED intermediate SK illed laborer cement f1n1sh- er con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper 6heet metal •orker helper tile layer helper truck or 1 vcr (over 1* tons) brick¬ layer carpen¬ ter cement fin- isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— ror>- ing steel •orker woofer, compo¬ sition sheet metal •orker steam ritter struc¬ tural iron •orker tile layer le flore •pa •29 .37 .37 .37 .37 .40 .37 .37 .37 .90 .75 .90 .85 .75 .75 .75 .85 .90 - 1.00 '+00 .90 1.00 1.25 TALIHINA DB 3 .40 .75 .70 ,50 .50 „50 mm .50 1.50 i.00 1,00 1.00 1.00 1.25 1.00 1.25 1.13 1,00 1,00 1.00 1.13 1.13 1,25 LOGAN •PA .32 .45 .45 .45 .45 .46 .45 .45 ,45 1.25 .90 1.25 1.10 .75 .90 .90 1.25 1.15 - 1.00 1,00 1.15 1.00 1,25 Guthrie DB 2 .40 - - .50 - - - 1.50 1.00 1.50 - - - 1.25 - - - - - 1.25 - - MCCLAIN •pa .29 .37 .37 .37 .37 .40 .37 .37 .37 U25 .75 .90 ,85 .75 .70 .70 1.00 1.00 - 1.00 1.00 1 .00 1 .00 1.25 purcell D8 2 .40 „ .70 .70 .70 .70 ,70 .70 .70 1.25 1,00 i.00 1.00 - 1.00 1,00 1.25 1.25 1.00 1.00 1.25 1.25 1.00 1 .00 mccurtain •PA .29 .37 .37 .37 .37 .40 .37 ,37 .37 .85 .65 .75 .75 ,75 .65 .65 .85 .80 - 1.00 1.00 ,80 1.00 1.25 ioabel DB 2 .40 .60 .50 .60 .45 .45 .4fs ! .75 .75 .75 I.00 T.OC .75 .75 1.13 1.00 .75 .75 1,00 1.00 1.00 1.00 Marshall •pa .29 .37 .37 .37 .37 ,40 .37 .37 .37 1.20 .90 .90 .80 .80 .90 ,80 1,00 .80 - 1.00 1,00 .90 1.00 1.25 madill DB 2 .40 - .40 .70 - .70 .70 .70 .70 1.25 .88 1,00 1,00 - 1.00 .88 1,00 1,00 1,00 1.00 1,00 1.00 1.00 1.00 flusk ."'gee •PA .36 .49 .49 .49 .49 .53 .49 .49 .49 1.50 1.00 1.00 1.00 .75 1,00 1,00 1.15 1.25 - 1,00 1.25 1.25 1.25 1.25 Muskogee DB 2 .40 .75 .75 .50 .75 _ .75 .75 1.50 1.00 1.00 1.00 — 1.25 1.00 1.25 1.13 1.00 1.00 1.00 1.13 1.13 1.25 Noble •PA .29 .37 .37 .37 .37 .40 ,37 .37 .37 1.00 .75 .90 .85 .75 .75 .80 1.00 1.00 - 1.00 1,25 1.00 1.00 1,25 Perrv D8 1 .40 m .70 .63 .70 .70 — .75 .50 1.50 1.25 1.25 1.13 - 1.25 1.00 1,50 1.25 1.00 1.25 1.25 1.25 1.25 1.25 Qkeuskee •pa .29 .37 .37 .37 .37 .40 .37 .37 .37 1 .10 .90 1. (0 i.io .75 .90 .80 i.io 1.15 mm 1,00 1,00 1.15 1.00 1.25 okemah DB 3 .40 .70 .60 .70 .60 .60 .70 .50- 1.50 1.13 1.50 1.13 bm 1.25 1.00 1.50 1 .oc _ 1.00 1.00 1.00 l,?5 ls» .70 Oklahoma wpa .41 »•! .61 .61 .61 .63 .61 .61 .61 1.50 1,25 1,50 1.15 ,90 1.25 1.00 1.50 1.25 - 1.25 1.25 1.25 1.25 1,25 Oklahoma Citv D8 1 .50 _ tm .65 _ _ mm _ _ 1.13 - - _ 1.25 - — _ 1.25 - H»A ,50 _ — .70 <4— .70 .75 1,50 1.25 1.50 1.13 1.25 1,50 1.25 1.50 1.25 — 1.00 1.25 1,25 1,25 1.50 AFL .50 _ - - .70 - - .70 - 1.50 1.25 1.50 1.13 1.25 1.25 1,00 1.50 1.25 m 1,00 1.25 1.25 1,25 1.25 C .30- - — .30- - - - - l.OO- .75- .75- .90- 1.00- .75- .60- 1.25- 1.00- m .75- .75- 1 .00- .75- 1,25 .40 .50 1.25 1.13 1.50 1.00 1,25 1,25 1.00 1,50 1.25 .85 1.25 1,25 1.25 OTTAWA • PA ,32 .45 .45 .45 .45 .46 .45 .45 .45 1,00 ,85 I.00 1,00 .70 .85 ,80 1.00 i.00 - 1.25 1.25 1.00 1.00 1,25 yyandotte OB 3 ,40 _ i. 00 .70 — - .75 .50 1.50 1,25 1.50 1.38 1.25 i.?5 1.25 1,50 1.50 1.25 1.00 1.38 1.50 1.25 1.50 Rqoers •PA .29 .37 .37 .37 .37 .40 .37 .37 .37 1.25 1.00 1,25 1,00 .75 .90 1.00 1.25 1.25 - 1.00 1.25 1.25 1.25 1.25 claremore 03 2 .40 •* .70 .70 .40 .70 .50 .40 .40 1.50 1.00 1,25 i.ae 1,25 1.25 1.25 1.50 1,50 1,25 1,25 1.25 1.50 1.25 1,50 TULGA • pa .41 .61 .61 .61 .61 .63 ,61 .61 .61 1,50 1.25 1.25 1.35 .90 1.25 1.25 1.50 1.25 ■m i.|5 1.35 1.50 1,25 1.25 Tulpa pwa .50 _ _ — .70 .. .75 .65" 1.50 1,25 1.50 1.38 1.25 1.25 1.25 1.50 1.50 mm 1,00 i.3s 1.50 1.25 1.50 .70 101. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Oklahoma p—148 County and City or Town source UN¬ SKILLED Intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier 'lumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker toofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer tul8a (continued) c .50 - - - .90 - - - - 1,50 1.25 1.25 CO CO • 1.25 1,25 1.25 1.50 1.50 mm .50 1.25 1.50 1.25 1.50 wooowaro fPA .32 .45 »45 .45 .45 .46 .45 .45 .45 1,00 .85 ♦ 90 .95 .75 1,00 .85 1,00 1.00 — 1.00 1.00 1.00 1.00 1.25 woodward OB 2 .40 .75 .63 .70 .70 .70 .70 1.50 1.00 1.25 i.CO 1.00 1.00 1.00 1.50 1.25 1.00 i.CO 1.25 1.25 1.25 1.50 ' / / 102, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations orfocn P—148 County and City or Town source UN¬ SKILLED intermediate Sk i lied laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier PLUMBER HELPER sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— roRO- ing 8teel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Benton WPA .44 - .56 - - - - - .63 i.OC .75 .75 ,75 •m .75 .75 1,00 .75 .75 .75 .75 .75 .75 - P.M.S. DB 2 .63 _ l.CO .75 - — .65 - .95 - 1.13 1.25 1.00- 1,10 mm i,3e 1,38 - 1.13 - - - 1. 13 clackamas I'FA .44 - .55 - - mm - - .63 .85 .95 .95 .85 .95 .85 ,85 .85 .85 .85 .85 .85 .85 .85 .85 Kit i jurrtlr d6 2 .63 *■» 1.00 .75 _ .65 _ .95 mm 1.13 mm 1.25 1 .cc- mm 1.39 1.38 1.13 mb mm 1.13 clataop WPA .44 .55 mm _ — ». .63 .85 .95 l»p .95 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 •85 astoria 06 3 .85 m* l.CO — 1.00 — _ - ! .50 1.00 1.13 1,14 - - .90 - 1.38 mm 1.26 1.38 1.38 P'tfA .75 mm - - - - - .75 ,75 1.50 l.CO 1.25 - mm 1 ,3C 1.00 1.50 1.27 mm !,00 - 1.25 - 1.50 hammond 06 3 .95 1.00 .75 •w mm .85 I.50 l.CO 1.13 1.14 t, 13 1.38 .90 1.50 i.3C .75 1.00 1.26 1.38 1.38 1.50 P.N.S. OB 2 .63 - 1.00 .75 - - .65 mm • 95 mm 1.13 mm 1.25 1,00- - 1.10 - 1.38 - - 1.13 - - mm i,l3 columbia *P A .44 _ .55 — - — .60 .85 .85 .95 .85 .85 • B5 ,95 .85 .85 .85 .85 .95 .35 ,85 .85 P.N.S. DB 2 .63 - 1.00 .75 mm - .65 - .85 mm 1.13 - 1.25 1.00- *m 1,10 mm 1.38 - - 1,13 - - - 1.13 Coos WPA .44 - .65 - - - - mm .63 I.OC l.CO 1,00 i.OC - mm 1,00 l.CO 1.00 - .90 - - - - P.N.S. PWA .75 - - 1.13 - - .75 .75 1.50 1,00 1.25 i. 00 1,00 1,38 1.00 1.50 1.25 1.13 1,13 1,00 l.CO 1.38 1,50 APL .75 - - - i.l 3 - - .75 .90 1.50 l.CO 1.25 1.00 l.CO 1.38 1.25 i.5C 1.25 - 1 «I3 l.CO 1.00 - 1.50 Bandcn CB 3 .75 - !,00 mm am .75 - - .75 I ,50 1.00 1,13 t.00 I.OO- 1.00 1.00 1.50 1.00 .90 puis" 1.00 1,00 1.38 — 1.20 Fmpire DB 3 .63 - 1.00 .75 1.13* .754 .75 - .75 1.50" 1.00 1.13 1.00 1.00- 1.00 1.50* 1.004 1.134 1.00 mm 1.38 1,20 mar8hfiel0 DB 3 .63 - 1.00 .75 mi ,75 - - .75 1,50 1.00 i.i32 1.00 f.CO- 1.00 1.00 t.50 ! .00 .90 1.13 1.00 t.00 1.38 1,50 1.20 f.tiodv I'FA .40 — .50 - - - <•> mm .55 ,75 .75 .75 .75 - - .75 .75 .75 mm .75 - •b. - - port Oxford DB 3 .75 — 1.00 .75 •* .75 m - .75 - l.CO 1.13 1.00 l.CO- - 1,00 - 1.00 .90 l»l3 1.00 1.00 I.3S — 1,20 0» deschutes WPA .44 — .55 - - mm - - .63 ,85 .95 .85 .85 mm .95 ,85 .85 .85 .85 - .85 ,85 .85 — bend (near) DB 4 .50 — .75 .50 t.00 - - ,75 - 1.10 1.20 1.00 . 75— - mm - 1.25 1.10 - - - 1.25 m 1.20 douclas wpa .40 - .50 — — - - m- ,55 .75 .75 .75 .75 m. mm .75 .75 .75 mm .75 - - - m Diamond Lake D6 2 .63 - mm - mm - - - .85 - 1.13 - - 1.00 mm - - - - - - - - - winchester db 2 .75 - - - - .75 - - - 1.50 - - 1.00 - 1.00 .90 1.50 1.00 - mm - 1,00 1.38 — 103. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Oregon p—148 County and City or Town un¬ billed intermediate SK 1 LLED source laborer cement f1n1sh- er helper CON¬ CRETE MIXER OPERA¬ TOR elec¬ trician helper HOD CARRIER plumber helper sheet metal worker helper TILE LAYER HELPER truck driver (over 1* tons) brick¬ layer carpen" ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— ford¬ ing steel worker roofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer gilliam WPA .40 _ • 45 .. «. • _ • .55 .55 .55 .55 .55 — .55 .55 .55 •Mi - _ .55 _ mm ARLINGTON DB 2 .60 _ .75 .90 _ .75 1.50 1.00 l.CO 1.25 i.CC- 1.00 l.CO 1.50 — 1.13 1.00 1.13 r.?5 p.. 1.13 3RANT epa .40 MM ♦45 _ MM .55 .55 .55 .55 .55 _ .55 .55 .55 M _ mm .55 an JOHN day (near) DB 2 .75 M* 1-00 mm __ _ .85 MM 1.13 1.13 .75 mm , . 1,13 . SSL Canyon City (near) DB 2 .63 mm •M — — — — .05 mm 1,13 - ~ - - - - — — hood river wpa .40 mm •50 — _ m .55 .65 .75 .65 .85 _ .65 .65 .85 _ • 65 .65 .65 MP hood River DB ( .63 mm _ mm .50 mm 1.20 1.20 1.20 1 .20 — _ _ 3- jackson epa .44 .55 mm — mm MM MP .63 .75 ,75 .75 .75 MM — .75 .75 .75 mm .75 — an mm •n iiedford DB 2 .50 .75 .63 an .75 1.25 I.00 1.00 1.00 MM l.CO .90 1.25 mm .75 i.qc 1.00 «* 1.25 B— trail (near) DB 2 .75 n. mm _ — - ,85 i.j3 mm .75 ».10 mm - _ _ MM klamath wpa .44 • •65 — — — mm .63 1.00 i.co 1,00 l.co _ an l.co 1.00 I.00 mm .90 _ Bm* - MM crater lake DB 2 .75 - - - - - - - .75 - 1.20 ~ 1.00 mm 1.10 - - - - - - - Klamath Falls pda .63 .75 _ M. M, 1.20 1.25 1.20 1.00- 1.13 1.50 1.25 1.13 l.co 1.25 1.38 1.35 Lake wpa .40 m .50 - _ - - mm .55 .75 .75 .75 ,75 nw mm .75 .75 .75 - .75 - - - - Lakfview (near) DB 2 .75 1.00 .85 t .13 mm .75- 1.10 1.13 —• _ •» t.l3 Lane wpa .44 m .56 mm .75 w S* »• .63 1,20 .90 .75 1.00 1.00 .90 .90 1.20 l.co .75 .75 .75 .75 1.00 Eugene DB 2 .75 m 1.00 .75 .75 .90 1.50 1.00 1.20 l.co m IpOO .90 1.50 .90 1.00 1,00 T .38 ( psa .75 m m m. •M «* MM .75 .75- 1.50 1.00 1.20 i.jp 1,20 1,00 1.50 1.00 1.13 1.00 1.00 1.70 1.38 ;u?n .90 1.35 > afl .75 mm mm mm .90 .75 .90 1.50 1.00 1.20 l.co 1.20 1.20 1.00 1.50 1,00 .90 i.00 1.00 1.20 1.38 1,20 Florence DB 3 .75 mm 1.00 •75 .75 .75 .90 1.50 1.00 1.20 1.00 1.20 C.00 .90 1.50 1.00 .90 1.00 1.00 1.00 1.38 1.?0 Oakridqe DB 2 .63 mm i.oo • .85 mm 1,(3 mm M .75- M — . 1.13 - . 1.38 MM UI3 p.M.S. DB 3 .75 mm- 1.00 .75 , a 1.50 1 .00 1.20 1.00 — 1.00 .90 1.50 1.00 .90 1.00 1-00 1,00 — 1.20 lincoln wpa .40 .50 mm M. .55 1.00 .77 .77 .77 •m .77 .77 i.00 .77 .77 .77 .77 .77 .77 depoc pay DB 3 .63 m WW mm mm MM mm 1.13 i.oo— M — — 1.13 Newport DB 3 .50 mm .«5 •75 .60 .55 mm .90 1.50 .85 l.CO 1.25 .85- 1.25 i-10 1.25 1.25 .90 1.13 l.|3 1.25 1 .38 1-20 1.20 ya0u1na DB 3 .50 •m ,85 .60 .55 —■ 1.50 .85 i .00 1.25 1.25 1.10 1.25 1.25 _ mm 1.13 1.25 _ 1.20 t04# HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations qrfoqn ^148 County and City or Town source un- ski lled 1 ntermed1 ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over >± tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er REIN— roRe— ING steel worker toorcR, compo¬ sition sheet metal worker 8TEAM TITTER STRUC¬ TURAL iron worker TILE layer i inn wpa .44 •* .56 - - - - - .63 1 .co .75 .75 .75 md .75 .75 l.co ,75 .75 .75 .75 .75 .75 - £1 « .uy ob 1 .75 1.00 .55 — ,75 •65 - - 1,50 1,00 >•12 l.co mm 1,38 1.00 1,50 1,25 1,13 mm 1,13 1.25 1,38 — cascaoia ob 2 .75 - 1.00 •wi mm - - - .85 mm 1.13 - - 1,13 dm *• - - - - - - - - p.n.s ob 2 .63 - 1.00 .75 mm - .65 — - i.i? mm 1.25 1.00- - - 1.38 1.38 - 1,13 mm mm - 1.13 malhfur cpa .40 ww .45 mm mm - - - .55 .55 .55 .55 .55 - .55 .55 ,55 - - - - .55 - mm nyssa ob i ,50 .65 ,75 .50 mm «■» - - .°o mm 1,00 1.20 1.00 - - ,90 - mm .90 .85 .85 - 1.00 mm ontario db 3 .50 - - .50 - mm - mm .75 1,00 - - .75 mm 1.00 a. ha*ion rpa .48 mm .55 - - - - - .-"o 1.20 1.00 .78 1.00 - 1,00 .90 1,20 1.25 .78 .78 .78 .78 1.00 m 05 3 .75 mm 1. 00 - - .75 mm ,75 •m - 1.13 - - - 1.00 1,50 1.25 - - - - - - psa .75 m - - u»3 4 1,13 1,38 ,90 1.50 1.38 .75 l.co 1.26 1.38 1.38 1.50 iiu.tjt i t WPA .44 mm .50 - _ - mm .63 .63 .63 .63 .63 - .63 .63 .63 mm M - - .63 - mm hfrmiston (near) db 3 .50 M .75 •w - - - .90 - 1,00 1.20 - - - .90 - 1.00 ,90 - - - 1.00 mm PENDLETON db 1 .60 mm mm - - - - ,85 - 1,20 - - - - — — — — — - — — — 105. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations ore«oh p—148 County and City or Town source un¬ skilled 1 ntermed1 ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over l± t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist— 1 no lather; metal painteb plas¬ terer plumb¬ er rein— foro— 1 no steel worker ioofcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer wallowa wpa .40 .45 _ .55 .55 .55 .55 .55 _ .55 .55 .55 pa _ •at — __.s3_ M Flora (wear) db 2 .63 — l»00 — — — - - .85 - !,i3 1.13 - - - — 1.13 - - mm - - wasco wpa .44 .55 mm — .63 .95 ,85 .85 .85 _ .85 .85 .85 ,95 .95 mm .85 .95 .85 • The dalles db 1 ,63 _ MB • m, _ 1.13 _ _ _ _ I.Oo 1.50 - - 1.13 — - - Yamhill wpa .40 .50 _ .55 1.00 .77 .77 .77 a, _ .77 1.00 .77 .77 .77 .77 .77 .77 mm pnniisf db 2 .63 1.00 .75 .65 •* .85 1.13 a. 1.25 1.00- .. 1.38 1.38 1*13 mm .. — 1.13 ——— H . 106* HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupat ions pennsvlvania p-14b County and City or Town 80ut.ee UN- SKI LLED i ntermedI ate Sk 1 lled laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather/ metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Adams SPA .50 - •57 .57 .57 .57 .57 .57 .57 .80 ,66 .75 .75 .75 ,80 .66 .80 .75 - .66 .66 ,75 1.00 1.20 gettysburg DB 2 .45 - .80 .60 .70 .60 .50 - .65 1.25 1.00 ' .25 1,06 - 1.25 .85 1.25 1.13 U25 uoo 1,00 1,13 1.25 allegheny wpa .70 •a* - - u'3 I.CO .65 1.00 .65 1.75 1.50 1.50 1,65 1.56 1.75 i.3s 1.75 - — 1.38 1.50 1.70 1.50 1.50 elawnibc DB 4 .eo mm mm mm 1.13 .88 m* 1.00 .75 1.73 1.50 1.50 1.55 - 1.75 1.38 1,75 1.50 1.50 1,38 1,50 1.68 1,50 1.50 bridoevllle DB 4 .60 - - mm '1.13 .68 - 1.00 .75 1.75 1.50 1.50 1.65 mm 1.75 1.38 1.75 I.5C 1.50 i.3e 1.50 1.68 1.50 1.50 homestead DB I .80 - - - - - - - - - 1.50 1.50 1,65 - 1.75 1.38 1.75 mm 1.50 - 1.44 1.68 l,5c - pittsburgh DB 4 .80 - 1.13 - i.n .88 - 1.00 .75 1.75 1.50 i,50 1.65 1.56 1.75 1.38 1.75 1.50 1 .50 1.38 1.50 1.68 1.50 1.50 pwa .80 - - - 1.13 - - t.oo .75 1.75 1.50 1.50 1.50- 1.50- 1.75 1.38 1 ,75 1.50 - 1.38 1.50 1.63 1.50 1.50 1.56 c .80 _ ma — 1.13 - — - — 1.75 1.50 1.50 1,65 1.56 1,75 1.33 1,75 1,50 mm 1.36 1.50 1.68 1.50 1,50 verona DB 3 .80 - - - - .88 - 1,00 .75 1 .75 1.50 1.50 1,65 - 1.75 Ifc38 1.75 1.50 1,50 1,30 1,44 i.6S 1,50 1.50 Armstrong WPA .50 mm .57 mm -.si .7* mm - ,60 1.20 .75 1.00 .75 .90 .75 .75 1.00 1.00 mm .75 .80 1.00 u» mm kit tanning DB I .65 mm ,eo _ _ _ .75 1.50 1.25 mm 1.25 — - 1.20 1.20 1.25 - _ 1,20 mm — mm Mahoning DB 2 .65 em .90 - - - - - .75 - 1.30 1.30 1.30 1.30 mm 1.30 - 1.30 - - 1.30 1.30 1.30 - beaver wpa .75 mm .58 - 1.00 .60 - .60 .50 1.50 1,25 .75 1.25 - .90 1,25 .90 1,25 .66 .90 i *25 ,90 1.00 .90 p»n_ s- pwa .75 me _ mm 1.00 — _ 1.00 ♦75 1.50 1.25 1.25 1.25 1.38- 1.75 1.25 1.50 1.25 — 1.25 - 1.25 1.50 1,50 1.50 an .75 mm ta 1.00 _ 1.50 1.25 1.25 1.25 _ 1.75 125 1.50 1.25 1.25 1.25 UlOLAMD nr; ? .73 .no .PO .no .80 .80 .75 1.50 1 .50 1 .00 1.33 _ 1.50 1.20 1.25 1,25 1.33 1.00 1.25 1.25 1,38 1.50 New Brighton DB 4 .75 m 1.00 - .eo 1.00 - - .75 1,50 1.25 1.25 - - - 1.25 - 1.25 - - - - - Berks wpa .50 mm .60 .65 .85 .60 .60 ,75 .60 1.20 1.20 1,00 1.00 1.50 1.20 uoo 1.25 1.20 1.00 1.20 1.20 1.20 1.50 1.20 Reading 06 2 .60 m .85 •60 .85 .75 .75 .75 .75 1,38 1.20 1,25 1.00 1.50 1.25 1.00 1.25 1.20 i.j3 1.20 1.20 1.20 1.50 1.38 PWA .60 mm mm .85 .. _ _ .75 1.38 1.20 1.25 1.00 1.50 1.25 l.oo 1,25 1.20 - .SO 1.20 1.20 1.50 1.38 AFL .60 mm am .85 — .85 — 1.38 mm 1.25 1.00 1.50 1.25 1.90 1.25 1.20 - .90 1.20 1.20 1.50 1.20 Butler WPA .50 mm .58 •61 .58 .58 .58 ,58 .58 1.20 1.25 1.25 .90 .80 1.00 .85 1.25 .85 .70 .80 .80 .85 .80 1.25 Butler PWA .50 mm M mm .88 mm - 1.00 .75 1.63 1.25 1.63 1.25 I ,38— 1,75 1.00 1.63 1.25 - 1.38 1.50 1.25 1.50 1.63 1.50 afl r55 „ .88 mm _ _ .75 1.63 1.25 1.63 - - i.CO 1.63 1,25 — - — 1,25 1.63 Cambria WPA .50 - ,60 .65 .70 .65 .60 .65 .58 1.25 1.00 1.00 1.00 1.20 1.10 i.M 1.25 1.15 .90 .81 .85 1.15 1.50 1.25 johnstown DB 2 .50 .90 • mm .. - .75 - 1.30 1,30 1.30 1.30 - 1.30 1.13 1.30 - - 1*30 1.30 1.30 - PWA .50 - »■« _ .60 - _ 1.00 .75 1.35 I.00 1 ,13 1.13 1,so¬ 1.75 1 .00 - 1.15 mm 1.3R 1.00 UI5 1.50 1.50 use afl .50 mm mm _ .60 — 1.00 1.35 i.CO 1,38 1.13 1.50- 1.75 1.90 1,38 1.15 - 1,38 l.OC i,i5 l.SO i.SO 1.56 107. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Pennsylvania County and City or Town source UN¬ SKILLED 1 ntermed1 ate Sk i lled laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker roofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer centre WPA .50 «-* •58 .58 .58 .58 *• •58 .58 1.00 .75 .75 .75 .75 .80 .75 1.00 .75 .90 ,75 ,80 ,85 .90 l.OO state College DB 2 .45 0m _ — — — - - .90 1.00 - - .75 mm - - - - 1.00 mm mm CHE6TER WPA .50 .60 0* .60 .60 mm •60 ,60 I.00 .85 .85 .75 1.00 .80 .75 .80 .80 - .75 .80 1.00 1.65 •* PHOENIXVILLE OB 2 .50 00 .60 ,60 _ ,55 — m .70 1.38 1,00 1.20 1.25 mm - 1,13 - 1 .25 - - - - - #* clarion WPA .50 4m .57 .57 .57 .57 - — .57 .85 ,70 .75 .75 - - ,66 .90 .75 — .70 .75 ft* was 1,25 redbank DB 1 .55 «■ .00 mm .75 _ 1.30 1.30 1.30 1.30 _ 1.30 - 1.30 mm — I.3Q 1.30 1.30 mm clearfield WPA .50 mm ,58 — .65 .58 m •58 .58 1.20 .80 1.00 .90 .90 1.00 .50 1.25 .90 ,90 ,80 .90 ,90 1.00 1.20 CURWEN6VIU.e DB i .58 mm .65 .58 - ,58 %58 •58 — 1.25 .80 1.00 .80 .75- 1.25 .80 |,25 1,00 1,00 .80 •90 1.00 1.00 1.25 - .90 Du 801S DB 3 .58 mm _ .68 .65 - - 0m _ 1.25 .80 - .80 •m 1.25 .90 1.25 - - - .90 00 - m PSA .50 mm m .70 mm — mm _ 1.38 1,00 1,38 .85 1.38- 1,38 .90 1,25 .90 mm 1.00 ,«0 ,90 1.25 If 38 1,50 clinton WPA .50 .57 .71 .57 .57 m». .60 .57 1 .CO .80 1.00 1.00 1.25 1.00 .75 1.00 1.00 .75 -85 1.00 1.00 1.00 Lamar 06 3 .45 .55 .55 .55 1.25 .90 1.00 1.05 .80 1.25 .85 1.00 1.05 1.25 ,75 i,oo 1.c5 1.25 lock haven DB 3 .45 .55- ml .55 ,55 mm .55 1.25 .90 1.00 1.05 .80 1.25 .85 1.00 1.05 1 . 25 ,75 IrCO l»Q5 1.25 - .80 Crawford WPA .50 mm .60 mm .65 .60 mm .60 .5"' 1.25 l.OO .66 1.00 „ _ 1.00 1.25 1.00 _ .85 mm 1 .00 itadvllle PWA .60 -m .75 .75 .65 1.40 1.15 1.00 1.00 1.25- 1.50 1.00 1.40 1.00 _ - 1.00 1.00 1.25 1.25 1.50 cumberland WPA^ .50 mm .57 .57 .71 .60 •60 - .57 1.00 .90 .80 .90 .65 1.00 .85 1.00 1.00 .66 .75 1,00 1.00 1,25 1.00 Carlisle DB 3 .50 *-9 ,80 ,60 .60 .60 tm ,65 .65 1.25 1.00 1.25 1.06 1.13 1.25 .85 1.25 1.13 1.25 1.00 1.00 1.13 1,25 1.25 Nfw Cumberland DB 3 .50 mm ,•0 .60 .60 ,60 mm .65 .65 1.75 1.00 1,25 1.06 1.13 1.25 .85 1.25 1.13 1,25 1.0C 1.00 1.13 1.25 1,25 OauphIN WPA .50 trm ,60 .70 .70 .60 .60 .65 .60 1.25 1.00 1.25 1.07 1.25 1.13 .08 1.25 1.13 1.00 .85 1.00 1.13 1.50 1.00 Haprisburo PWA .65 mm .85 _ • .85 1.25 1.00 1.00 I.C6 1.50 1.25 .85 1.25 1.13 m r.oo 1.00 1.13 1.50 1.38 AFL .65 mm .. .85 IMS mm .65 •• 90 1.00 1.25 1.06 1.50 1.25 mm 1.25 1.13 . 1,00 1.00 1.13 1.50 1.38 c .45- rm — .65- t-S mm 1,00- .75- .75- 1.13 .65- 1.25 .75- 1.25 1.25 — .75- .75- 1.25 1.50 1.38 #50 .75 1.25 1.00 1.00 .85 .85 .85 Ml DOLE TOWN DB 1 .50 WW .55 m ■v .65 1.00 1.25 tmm .85 mm 1.13 1.25 mm — DELAWARE WPA .50 .60 .65 .75 .70 •60 .70 .60 1.20 1.00 .80 1.00 1.00 .90 ,eo 1.00 1.10 - .85 .65 1.10 1.38 1.00 drcxfl hill DB 2 .60 1.00 .70 - .90 .71 1.63 1,25 1.25 1.38 1,50 1.13 1 .56 1,44 1.25 1,00 1,38 1,44 1,65 1.^0 Fr»f WPA .50 .60 mm .65 •65 .60 .65 1.50 1.15 1.25 1.25 1.00 x.20 1.05 1.50 1.25 .90 .71 .85 1.25 1.13 1.25 DB 3 .50- mm mm - .65 1.50 *l«5 1.25 1.25 1.25 1,05 1.50 1,25 1.00 I."5 1.25 .65 106. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Pennsylvania f^-148 County and City or Town source un¬ skilled Intermediate Sk ilied laborer cement f1n1 sh- er helper con¬ crete uixer opera¬ tor eleo- trician helper hod carrier pi umber helper 6heet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker 100eer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer frif (continued) pwa .65 - - - .75 - .75 .65 1.50 1.15 1.25 1.25 1,25 1,50 1.05 1.50 1.25 Ml 1.15 mm 1.25 1.25 1.38 afl ,65 - mm - .85 — ,75 -• 1,50 1.50 1.25 1.25 1.25 1.50 1.05 1.50 1.25 1.15 1.25 1,75 i ,38 c .50- w* - ,65— - -*n - - 1.25- 1.00- .75- 1.00- 1.25 1 .25- .90- 1.25- 1.25 mm .75 ■ 1.00 1.25 i.t3- ■ 1.25 .65 .85 1,50 1,15 1 .25 1.25 1.50 1.05 1.50 1.00 ( .75 fayette wfa .50 - .se .76 .76 .76 .76 .76 .58 1.25 1,00 i.oc 1.00 1.37 1.00 i.00 1.00 1.12 1.00 1.00 1.00 1 .12 1,37 l ,1? c0nnell8ville ob 3 .50 - .80 ,60 .60 .60 .92 .60 1.35 1.00 1.25 i.co 1.50 1.38 1.14 1.25 1.00 1.32 i.oc 1.00 1.00 l .38 1,38 franklin f fa •50 mm .57 ,57 .60 .57 mm _ .57 .90 .70 .70 .75 mm .66 *90 .80 mm .rc cwambers&urg ob i .45 .70 .60 _ mm mm mm 1 ,oo 1,25 1,06 mm ,85 1.20 f .co ?. r,n indiana wpa .*0 _ -?7 .65 .65 .65 .65 .57 t *00 .80 .80 • 80 .80 1.00 ,80 .80 .pc Ban (bc ,rft • or. 1 no ( ana ob 2 .j5 r~ 1: *65 _ .55 1.25 1.00 1.25 1.25 .80 1,25 i.oc 1 .co i tnn l*«*y«*anna wpa ,50 wat ,75 .63 ,60 .63 .60 ,60 .60 1.50 1.13 1.20 1.13 „ 1.13 1.13 i.5c 1.20 m* 1.00 1.13 1.20 1.13 1 .75 SCPANTON pwa . 0 - .70 — .03 .70 1 .50 1.13 1.20 1.13 1.50 i.38 1.13 1 .50 1 ,20 *— 1.13 i .80 t -7f) 1.50 1.43 afl .70 - - .70 - - ,93 1.50 1 »!3 1,20 1.13 1.5c 1.38 1.13 1.50 1.20 mm 1.13 1.20 1.23 1.50 1 1.43 c .40- — _ .70 _ «• __ 1.50 .85- .70- ,85- ,85- 1,38 . 85— i t?n t , 13 i ,35 1.20 1.50 1.50 .70 1.13 1.20 1.13 1.13 1.13 1,25 LANCA6TCR wpa .50 - .53 ,60 .70 .60 .60 - .58 1.00 .80 .80 .80 .75 .90 .80 .90 .§0 .66 .75 , - - - - 1.13 V* - 1.00 1 .50 - 1 iW 109* HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Pennsylvania P—148 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrili plumber helper sheet metal worker helper tile layer helper truck driver (over li tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist- ins lather; metal painter plas¬ terer plumb¬ er rein— roro- inq steel worker ioofer, compo¬ sition sheet metal worker steam rittcr struc¬ tural iron worker tile layer Wilkes—Barre (continued) PWA ,60 — - - .75 - - .93 .60 1.50 1.13 1. 38 1.13 I.CO 1,38 I.CO 1.50 1.25 - I.on 1,25 1,25 1.50 1»25 AFL ,60 - _ mm .75 - - .53 - i.5C 1*13 1,33 1.13 1.00 1.38 I.00 I.5C 1.25 •M 1,00 1.25 1.25 1.50 1.25 Lycoming WPA .50 - .58 .58 ,65 .53 .58 - .58 1.00 .75 .75 .75 - - ,70 ,75 .75 mm .75 .75 ,75 i.CO l.X williamsport OB 2 .45 • _ .55 ,55 _ — _ .70 - .90 - 1.05 •mm - .85 1,00 Ml - - 1,00 - 1.25 - Mckean ipa .50 .. ,57 .60 .75 .60 _ .60 .57 1.25 .90 .80 .90 — —■ .90 1.25 1,20 .90 1.20 - 1.25 1.20 kkur rifi i t50 mm mm .60 _ 1.25 M* 1.20 mm mm t. 00 1.00 Mercer wpa .50 tm .61 mm .6! .61 mm "i ,5R 1.25 t.?2 1,00 1.00 — 1.00 .75 1.20 1,00 .67 .75 1.00 I.00 1,00 1.00 lfrcfr DB 2 .50 .75 .80 .75 .80 .65 1,50 1.15 1,50 1.25 .90 1.36 I.OC i.se 1,25 i.CO i.CO 1.25 1.25 1.25 montgomery wpa .50 MM ,60 .65 .75 .70 .60 .70 ,60 I ,40 1.00 ,80 1,00 1.00 1.25 .80 1.25 1.10 - .85 .85 1,10 1.38 1.00 ncrristorm pwa ,60 M - .70 mm - .90 .75 1.50 1,13 1.25 1.38 1.63 1,50 t.l 3 1.38 1.25 — 1.15 1.38 1,25 1.65 1.40 AFL .60 MS MM .70 _ .90 Ml 1.50 1.13 1.25 1,38 1.63 1.50 I.13 1.36 1.25 „ 1.15 1.38 1.25 1.65 1.40 Nne-ruiiunrpi Akin WPA .50 .60 .65 .75 .65 .65 .65 .60 1.25 1.00 1.00 i.C5 i.C0 1.00 .90 1,00 1.05 - 1.00 1.05 i.C5 1.25 1.25 shamok in DB 2 .45 mm ,55 ,55 ,55 .75 mm _ t.co _ 1.13 mm - ,85 1,00 1.13 _ - 1.25 Philadelphia WPA ..61 tm ,60— .65 .70 .. .60 .51 .72 1,63 1.25 1.25 1.38 1.50 1.50 . 1,13_ 1.56 1.44 1.25 .95 1.25 1 ,44 1.65 1,40 1.01 Fort Mifflin 08 3 .60 Ml MM _ - _ - - — M 1,25 1,25 - - - - - l.*4 1,25 *» - - - MM Pwiiinn PHtA DB 3 .60 •w - .70 - - - .75 1.65 1.25 1.25 1.50 Mi - 1.13 1.56 1,44 1,25 1.05 1,38 1,44 1,65 1.40 PWA .60 - - — .70 — - ,90 .75 1.65 1.25 1,25 1.50 1.63 1.50 1,13 1.56 1,44 MS I.CO 1.38 1,44 1.65 1,40 AFL .60 Ml _ _ .70 - — .90 _ 1.65 1.25 1.25 1,50 t .50- 1.50 1.13 1.56 1.44 - I.OC 1.78 1,44 1,65 1.40 1.63 C ,60 fi - - - - - - - 1.63 1.25 1.25 1.38 1.50 - t • 13 1.56 1,44 MM 1,00 1,25 1.44 1.65 1*40 n ,64 mm |T .71 .68 mm 1.37 1.08 1.12 — — 1.06 1.37 1.12 «p 1.12 WM» 1.08 Schuylkill WPA .50 .60 .65 .80 ,60 .60 .70 .63 1.25 1.00 1.25 1.00 I.5C 1,25 .90 1.25 i.CO — 1,00 .75 1.00 1.50 t ,13 pottsville OB 4 .50 mm _ ,65 - — • 1.25 i.OC mm - - - ,80 1,25 - 1.13 - — 1,50 - PWA .50 WM. mm - - - - .60 .65 1,25 1.C0 1.25 I.C5 1.50- '.25 ,80 1,25 1.13 - 1.00 1.38 1.13 1,50 1,25 1.62 Somerset wpa .50 .58 .65 .65 .65 .65 .65 ,58 1,10 .90 .90 I.00 I.CO ,80 .90 1,00 I.CO 1.00 .90 1,00 1.00 1.10 1.10 Somerset DB i .50 m .65 .65 _ .50 1.10 ,90 1.10 .90 _ .90 .90 1.00 _ .. 1.00 _ l.io _ union wpa .50 mm .57 .57 .57 .57 - .57 .57 .90 .90 .70 i.CO .80 - .75 .90 .90 MM .90 .90 ,50 .90 .90 ! ran fcRuca DB 3 .45 mm .55 .55 .55 .75 .55 .55 1.25 I.CO I.ot 1.05 .80 1.25 .85 1.00 I.C5 1.25 .75 1.00 1.05 1.25 1.25 mirn,inbur« DB 2 .45 _ ,80 .55 mm .75 - - ,55 1.25 i.CO i.OC 1.05 .80 1,25 ,85 1,00 1.05 1.25 .75 1,00 1,05 1.25 1.25 110, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations pennbvlvania p»148 County and City or Town un¬ skilled I ntermedi ate SK illed source laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck oriver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- ing steel worker roofer, compo¬ sition 8heet metal worker steam fl tter struc¬ tural iron worker tile layer vcnango wpa .50 _ .60 .75 .75 .60 .60 .60 .60 1.50 1.00 1.00 1,00 1.25 i.co 1.00 1.50 1,20 .66 .85 .90 1.20 1.25 t.50 ml city pwa *50 _ .75 _ mm .75 .65 1 .50 1.00 .75 .90 — .75 1.00 1.25 1.20 0m 1.00 1.00 1.20 •Ml 1.50 yarrcn wpa .50 — .60 .57 .57 .57 .57 ,57 .57 1.25 1.00 .75 .90 ,90 .75 .66 1.25 .90 - .85 1.00 .90 1.00 1.25 Warren pwa ,50 — - - - - - .70 - 1,50 1,00 1.50 t.!3 m 1.50 - 1,50 1.06 - - - 1,06 - 1,50 afl .63 - .75 - .70 M 1,50 i.co 1.50 1.13 _ 1.50 mm 1.50 1.06 mm - am 1.06 1.25 1.50 Washington wpa .50 — ,61 .61 .76 .58 .61 .58 .61 1.25 1.00 .90 1.00 1.00 1.00 1.00 j.00 1.00 1.00 i.co 1.00 uco1 1.25 1.00 donora ob 3 .50 .65 _ - .60 mm 1,00 1,00 - 1.00 1.25 - — - konongahfla . db 2 .50 - .65 .65 .70 .65 mm mm .60 MB 1.00 i.co i.co - 1.00 i.co 1.25 1.00 - 1.00 1.00 -j 1.38 *• westmoreland wpa »50 _ ,53 .61 .90 .65 .61 .61 • c* CD 1.50 1,25 1.25 1.37 1.37 1.37 ,88 1.37 1.00 _ 1.12 1.12 i.co 1.37 i~r»5o qrefnsburfi db 4 «6c- .. .05 am —* .60 1.50 1.18 1.25 1.38 i.co 1.50 i.co 1.15 1.50 .70 YORK wpa^/ .50 _ .58 .58 .58 .60 .58 .58 1.00 .90 ,66 .75 - .80 .66 .85 .85 .75 .80 .85 .90 1.00 1.00 YORK pwa .52 — «•» _ em _ .52 .65 1,00 .75 .70 1.00 1.25 1.25 .75 1,25 .85 m .75 1.00 .85 .80 .90 a/ Except lowef allen and east Pennsboro townships. s/ Except Fairview township. 111. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Rhode island 1 County and City or Town UN¬ SKILLED 1 ntermed1 ate sk 1 lled source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoi st— 1 no lather; metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer BRISTOL wpa - - .60 .65 .70 ,60 .60 .93 .61- - 1.00 1.15 1.15 1.50 1,38 1.00 - 1,35 1,50 1,15 1.15 1.38 1.50 1.50 .66 bristol wpa .45 _ .60 .65 .70 .60 .60 .93 .61- 1.50 1,00 1* 15 1.15 1.50 1.38 1,00 1,50 1,35 1.50 i. 15 1.15 1.3? 1.50 1.50 .66 DB 4 .60 — .60 _ .90 «. .. _ 1.50 1,00 1.15 _ _ 1.38 1.00 1.50 1.35 _ I.I? 1.15 _ mm _ P.N.S. DB 4 .60 _ .60 _ .90 — _ _ _ mm 1.00 1.15 — - — 1.00 1.50 1.35 - 1.15 1.36 1.50 WW Kent WPA — _ .60 .65 .70 ,60 .60 .93 .61- mm 1.00 1.15 1.15 1.50 1.38 1.00 — 1.35 1.50 1.15 1.15 1.3? 1.50 1.50 .66 conimfcut OB 2 .60 _ _ _ .. 1,50 1.00 I.I54 1*15 _ .. - 1.35 .. mm _ • warw1ck 1PA .45 - .60 .65 .70 .60 .60 .93 .61- 1.50 1,00 1.15 1. 15 1.50 1.38 1.00 1.50 1.35 1.50 1.15 1.15 1.38 1.50 1.50 .66 DB 3 .60 _ .60 — .90 - — — ♦60 1.50 1.00 1.15 - — 1.38 1.00 1.50 1.35 — mm 1.15 1.38 WW — Newport wpa «. _ .60 .65 .70 .60 .60 .93 .61- 1.00 1. 15 1,15 1.50 1.38 1.00 _ 1.35 1.50 1.15 1.15 1.38 1.50 1.50 .66 Block Island OB 2 .60 _ .60 mm _ .93 I.504 1.00 _ 1.15 1.38 1.00 I_L5& 1.35 1. I54 I.I54 1.38 i.504 1.50 newport WPA .45 .60 .65 .70 .60 .60 .93 .61- 1.50 1.00 1.15 1.15 1.50 1.38 1.00 1.50 1.35 i.50 1.15 1. 15 1.38 1.50 1,50 .66 DB 3 .60 .60 .65 .70 „. .93 .60 i.50 1.00 1.15 1. 15 1.50 1.38 1.00 1.50 1.35 mm 1.15 1.15 1.38 1.50 1.50 NAVY .63 _ WW .75 «w — l.ll 1.05 w» l.il l.ll l.ll Pruoence OB 4 .60 .60 .90 p. 1.50 1.15 1.00 1.50 „ mm P.N.S. DB 4 .60 _ .60 .90 _ ,932 1.50 1.00 1.15 1.15 I.502 1.38 1.00 1.50 1.38 I.I52 1.15 1.38 I.502 i.502 providence wpa .60 .65 .70 .60 .60 .93 .61— WW 1.00 1.15 I. 15 1.50 1.38 1.00 1.35 It50 I, 15 1,15 1,38 1,50 i.ko .66 Pawtucket wpa .50 _ .60 .65 .70 .60 .60 .93 .61- 1.50 1.00 1.15 1.15 1.50 1.38 1.00 1.50 1.35 1.50 1.15 i.15 1.38 1.50 1.50 .66 DB 4 -60 mm _ .80 WW .60 1.50 1.00 1. 15* WW l-OO 1 t50 1, IO 1, 15 • providence WPA .50 _ .60 .65 .70 .60 .60 .93 .61- 1.50 1.00 1. 15 1. 15 1.50 1.38 1.00 1.50 1.35 1.50 1. 15 1.15 1,38 1.50 1.50 .66 DB 3 .60 .60 .65 .70 .55' .93 .60 1.50 1.00 1.15 1.15 1.50 1.38 1.00 1.50 1.35 1.50' 1.15 1. 15 1.38 1.50 1.50 pwi .60 _ _ mm .93 1.50 1.00 1. 15 1. 10 1.50- 1.38 1.00 1.50 1.35 1.50 1. 10 1.15 1.38 1.50 1,50 1.75 AFL .60 - - - .80 - - .93 - 1.50 1.00 1.15 1.10 1.25- 1.38 1.00 1.50 1.35 1.50 1.10 1.15 1.88 1.50 1.50 1,50 C .50- _ _ _ .50- mm mm mm U.00- .60- .60- .60- _uio 1.50 •60— 1.00- .90- .60- 1.00- 1.38 1.50 1.00- .60 .80 1.50 1.00 1.15 1.15 1.00 1.50 1.35 1.15 1.15 1.25 p.n.S. DB 4 .60 mm •60 _ .90 _ 1.50 1.00 1.15 1.15 1.38 1.00 1.50 1.35 1.15 1.38 1.50 112. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations rhooe island County and C 8 TY OK T©#N BOUNCE UN¬ SKILLED intermed1 ate SK illed LABORED CEMENT FINISH¬ ER HELPER CON¬ CRETE MIXER OPERA¬ TOR ELEO- TRICIAN HELPER HOD CARRIER PLUMBER HELPER SHEET METAL WORKER HELPER TILE LAYER HELPER TRUCK DRIVER (OVER T0N8) BRICK¬ LAYER CARPEN¬ TER CEMENT FIN¬ ISHER ELEO- TRICIAN ENGI¬ NEER, HOIST¬ ING LATHER, METAL PAINTED PLAS¬ TERER PLUMB¬ ER REIN¬ FORC¬ ING STEEL •ORKER IOOFER, COMPO¬ SITION SHEET METAL WORKER 8TCAM FITTER STRUC¬ TURAL IRON WORKER TILE LAYER 0A8HI! WST®#3 WPA _ _ .60 .65 .70 .60 .60 .93 .61- _ 1.00 1.15 Is 15 1.50 1.38 1.00 «. 1.35 1.50 1.15 1.15 1.38 1.50 1.50 .66 Watch hill DO 4 .60 _ .60 _ .90 _ _ _ .60 1.50 1.00 1.13 1.15 1.38 1.00 1.50 1.35 _ 1.15 It ™ P.N.S. 08 4 .60 - .60 - .90 - • .93* mm 1.50 1.00 1.15 1.15 1.502 1.38 1.00 1.50 1.38 I.I52 1.15 1.38 !.5O2 113* HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations south Carolina i County and City or Town un¬ skilled intermediate Sk illed source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper 6heet metal worker helper tile layer helper truck driver (over li t0n8) brick¬ layer carpen¬ ter cement flfp- isher eleo- trician engi¬ neer, hoist¬ ing lather: metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker roofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer aiken tpa .22 .35 .35 MB .35 •35 .35 - .29 .75 .60 .60 .60 - .60 .60 .60 .75 - .75 .75 .75 mm .75 aiken db 1 .25 .40 _ .40 _ _ 1.00 .75 .75 1.00 — 1.00 .75 1.00 - - 1.00 - - - p.n.s. db 2 .30 .45 .45 .40 _ .45 .40 1.13 .85 .75 1.00 - 1.00 .75 - 1.13 - .75 .75 - •90 - Anderson •pa .22 .38 .38 .38 .38 .38 .38 _ .29 .75 .75 — .75 — .50 .65 .75 .75 - .75 .75 .75 - ^7? Anderson db 2 .25 _ Ml .. _ _ 4MB .75 1.00 - - - - Beaufort •pa .19 .30 .30 .30 .30 .30 .30 _ .24 .60 .50 .50 .50 - .50 •50 .60 .60 - .60 .60 ,60 .60 ,60 Parris Island db 4 .25 .50 .40 _ _ _ .40 1.00 .75 1.00 1.00 .50- . .75 - 1.00 .75 .75 *75 1.00 1.00 - 1.00 <1 p.n.s. db 3 .30 _ ... _ _ .60 _ .75 _ .80 — - _ mm . mm - - .75 - Calhoun •pa .19 .30 .30 .30 .30 .30 .30 _ .24 .60 .50 ,50 .50 - .50 .50 .60 .60 - .60 .60 .60 .60 .60 p.n.s. db 2 .30 __ .45 .45 .40 _ .45 _ .40 1.13 .85 .75 1.00 - 1.00 .75 mm 1.13 - .75 .75 - .90 - Charleston •pa .28 .48 .48 .48 .48 .48 .48 - .48 .90 .75 .75 1.00 - .75 .75 .90 1.25 - 1.00 1.00 1.25 1.00 1.25 Charleston ob 2 .30 - .50 .40 .35 - - - .40 1.00 .75 1.00 1.00 .50- 1.00 .75 1.00 1.00 .75 .75 .75 i.wj i.w* — l,00j pda .40 _ _ .50 _ _ .50 .75 1.25 1.00 1.00 1.00 1.00- 1.25 .85 1.25 1.25 1.00 1.00 1.00 1.25 1.25 1.25 1.25 afl — _ _ _ _ _ .50 .75 — 1.00 1.00 1.00 1.00- 1.25 .85 1.25 1.25 1.00 1.00 1.00 1.25 1.25 1.25 1.25 n .43 _ •61 .67 .61 _ — - 1.06 1.04 - - .97 1.36 1.08 mm mm 1.07 - - - Fort Moultrie db 3 .30 _ .50 _ .35 _ _ _ .4© 1.00 .75 1.00 1.00 • 50- 1.00 .75 1.00 1.00 .75 .75 .75 1.00 1.00 1.00 1.00 moultrieville DB 2 .30 .40 .35 _ _ .40 _ 1.00 .75 1.00 uoo .75 1.00 1.00 _ _ .75 1.00 _ 1.00 p.n.s. db 3 .30 _ _ .60 _ .75 _ .80 _ _ — _ _ - .75 Edgefield •pa .19 .30 .30 .30 .30 .30 .30 .24 .60 .50 .50 .50 _ .50 .50 .60 .60 .60 .60 .60 .60 .60 p.n.s. db 2 .30 .45 .45 .40 .45 _ .40 1.13 .85 .75 1.00 _ 1.00 .75 . M 1.13 m .75 .75 •• .90 Florence •pa .22 .35 .35 .35 .35 .35 .35 - .29 .75 .60 .60 .60 - .60 .60 .60 .75 - .75 .75 .75 .70 .75 Florence db 1 .30 .40 .50 .40 • _ _ 1.00 .75 .75 1.00 — .75 .75 1.00 - .75 .75 .75 - .80 - Georgetown •PA .35 .35 .35 .35 .35 ,35 - .29 .75 • 60 .60 .60 . .60 .60 .60 .75 - .75 .75 .75 .70 .75 p.n.s. db 3 .30 _ _ _ _ .60 mm .75 — •80 _ _ _ _ _ - .75 Greenville ■pa .26 .45 .45 .45 .45 .45 .45 _ .34 .75 .75 .75 .75 - .75 .75 .75 1.00 • 1.00 1.00 1.00 1.00 1.00 greenville db 1 .25 _ .. .35 « m .75 _ • _ .75 .752 - • .75 • _ — 114. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9J8 Selected Occupations south Carolina P-148 County and City or Town source UN¬ SKILLED intermediate sk illed lasorer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician en8i- neer, hoist— in® lather metal painter plas¬ terer plumb¬ er rein— roro— in® steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Horry ■PA .19 .30 .30 .30 .30 .30 .30 - .24 .60 .50 .50 .50 - .50 .50 .60 .60 - ,60 .60 .60 .60 .60 P.N.S. DB 3 .30 - - - - - - - .60 - .75 - .80 - - - - - - - - - .75 — Laurens ■PA .22 .35 .35 .35 .35 .35 .35 - .29 •75 .60 .60 .60 - .60 .60 .60 .75 - .75 .75 .75 .70 .75 Laurens OB 4 .25 - - - - .40 .40 - - - .75 .75 - - 1.00 .75 1.00 1.00 - - .90 1.00 - - LCXINSTON ■PA • 19 .30 .30 .30 .30 .30 .30 mm .24 .60 .50 .50 .50 am .50 .50 ,60 .60 - .60 .60 .60 .60 .60 Batessurs DB 4 .30 - .50 .50 .40 .50 ,50 .40 .50 1.00 .88 .75 1.00 - 1.00 .75 1.00 1.13 .75 .75 .90 1.13 .90 1.00 P.N.S, OB 2 .30 - .45 .45 .40 - .45 - .40 M3 .85 .75 1.00 - 1.00 .75 - 1.13 - .75 .75 - •90 - Marion ■PA .19 .30 .30 .30 .30 .30 .30 - .24 .60 .50 .50 .50 - .50 .75 .60 .60 - .60 .60 .60 .60 .60 mullins DB 2 .30 am .40 .50 - - - - .75 1.00 .75 .75 1.00 .75 .75 .75 1.00 1.00 .75 .75 .75 1.00 1.00 1.00 Oconee ■PA .19 ,30 .30 .30 .30 .30 .30 - .24 .60 .50 .50 .50 — .50 .75 .60 .60 — • 60 .60 .60 .60 .60 Clemson College DB 2 .25 - .35- .40 .35 .40 .40 .40 .40 1.00 .75 .75 1.00 — .75 .75 .75 .90 .75 .75 .75 .90 1.00 .75 .40 Richland ■PA .28 .48 .48 .48 .48 .48 .48 mm •38 .90 .75 .75 1,00 .75 .75 .90 1.25 1.00 1.00 1.25 1.00 1.25 Columbia DB 1 .30 .50 .50 .40 mm .50 1,00 .88 .75 1.00 1.00 .75 1,00 .75 .75 .90 .90 «. PDA .30 am - .40 _ _ .40 .50 1,00 .88 .75 1.00 1.00- 1.00 1.00 1.13 1.00 .75 .90 1.13 1.25 1.00 1.25 P.N.S. DB 2 .30 — .45 .45 .40 . .45 _ .40 1.13 .85 .75 1.00 _ 1.00 .75 _ 1.13 — .75 .75 _ .90 _ Spartamburq ■PA .26 .45 .45 .45 .45 .45 .45 .45 .34 .75 .75 .75 .75 l .75 .75 .75 1.00 1.00 1.00 1.00 1,00 1.00 Spartanburs DB 4 .25 mm .35 .40 .40- 1.00 .75 .75 1.00 mm am .90 .50 Woodruff DB 4 .25 .35 .40 .35 .40 .40 .40 .40- 1.00 .75 .75 1.00 1.00 .75 1.00 1.00 .75 .75 .90 1.00 1.25 1.25 .50 115. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations south Dakota P—148 County and City or Town source UN¬ SKILLED 1 NTERMED1 ATE SK ILLED laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- tr1 ci an helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal paiwtct plas¬ terer plumb¬ er rein¬ forc¬ ing steel •orker loorcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer beadle wpa .40 .42 .42 .4? .47 ,4? .. m .40 1.38 .90 .80 .00 .5? l ,?0 i ,nn K9 huron OB 2 .AO m mm _ mm mm 1 ,20 M brown wpa *40 .42 .42 .4? .42 .42 mm .40 1.38 o GO « .80 .90 .52 .80 1.20 1.00 mm .80 .52 .80 «N .52 aberdeen DB 2 .45 m — .. _ _ — .85 _ _ _ .80 1.20 mm FWA mm _ _ — _ «. 1.20 _ _ 1.00 — mm mm 1.00 || 1.38 C .45 - - - .60 - - mm — CO m ♦ .80 1,00 1,00 .50 1 .00 .80 1.20 1.00 mm 1,00 1,00 1.00 1.20 1.20 Buffalo WPA .40 .41 .41 .41 .41 .41 - - .40 1.38 • CO o ,80 .90 .50 — •80 1,20 1,00 MB •80 .50 .80 m .50 Fort Thompson DB 3 .40 .. .50 .60 .50 .60 o in • .60 .50 1,33 .90 1.00 1.00 .55- 1.20 1.00 1.20 1.00 1.00 1.00 .80 1.00 1.00 1.25 .90 BVTTE wpa .40 .41 .41 .41 .41 .41 _ .40 1.38 .80 .80 .90 .50 mm .80 1.20 1.00 mm .80 .50 .90 .50 belle fcurche DB 1 .40 m mm — _ — .80 .75 mm .80 1.20 mm Corson wpa .40 .41 .41 .41 .41 .41 - - .40 1.38 .ec .80 .90 .50 mm .80 1.20 1.00 MR .eo .50 .80 .50 p.N.S. DB 3 .40 .60 .70 .60 .60 .80 .50 1.35 1,00 1.00 1.00 .60- t .20 1.00 1.20 1.00 .80 .75 1.10 1.00 1.9 0 1.20 1.00 dewey wpa .40 .41 .41 .41 .41 .41 - - .40 1,38 ,80 • CO o .90 .50 mm O CO • 1,20 1,00 - .80 ,50 .80 — ,50 cheyenne agency DB 3 .45 - .50 .60 .60 .60 .60 ♦60 .50 1.38 .90 1,00 1.00 1.00 1*20 1,00 1.20 1,00 .90 .80 .80 1.00 uoo 1,25 Fall river wpa .10 .41 .41 ."I .41 .41 — — .40 1.38 .80 .80 .90 .50 .80 1.20 1.00 .80 .50 .80 .50 hot springs DB 2 .40 mm *>• .50 . .50 mm - mm 1.25 _ _ 1.00 — _ ,95 mm 1.00 mm mm 1.00 Lawrence wpa .40 .42 (V • .42 .42 .42 - • .40 1,38 .80 .80 ,90 .42 .80 1.20 1.00 .80 .52 .80 .52 deadwood DB 2 .40 .50 MB _ .50 mm — _ .eo mm .80 m I.CO .80 1.25 mm mm .80 .80 mm Deadwooo (near) OB 3 .45 - .55 - - - .55 _ .70 mm - .70 m* — mm «» mm lead DB 2 .40 - .50 .50 - — — .50 1.39 ,80 .80 - _ .80 1.25 m. mm mm .eo spearfi8h DB a .45 - .50- .50 .50 .50 .60 .60 .50 1.38 .80 .80 .eo _ 1*00 .80 1.25 .90 .80 .80 .80 .90 .80 1.38 .60 ifeade wpa .4C .41 .41 .41 .41 .41 .. .40 1.38 .80 .80 .90 .50 mm .80 1.20 1.00 am .80 .50 .80 *50 fort meaoe DB 2 ,40 .50 .50 .50 .50 .50 .60 .50 1.38 .80 .80 .80 .55- 1.00 .eo 1.25 .90 .80 1.00 .80 .90 .80 1 *38 .90 ^innehaha wpa .40 .42 .42 .42 .42 ,42 - - .40 i.se .90 .eo .90 .54 .. .80 1.20 1,00 •W» .80 .54 .80 .54 Sioux Falls DB 2 .45 .55 — - _ — - ,55 1.33 .90 .80 1.00 _ • 90 .30 1,20 .55 .85 .85 1.00 m woody wpa .40 .41 .41 .41 .41 .41 - - .40 1.38 .80 ,80 .90 .50 mm • CD o 1.20 1.00 mm .80 .50 .80 MR ,50 flandreau DB 2 ,45 .55 - ,60 .65 - .60 .55 1.39 .90 .80 1,00 - • 90 .eo 1.20 1,25 .55 .85 .85 1.38 1.00 1.00 116, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations south Dakota P-148 County and City or Town UN¬ SKILLED intermediate sk illed source laborer cement finish¬ er helper cow- crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8tcel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tsle layer Shannon wpa .40 .41 .41 .41 .41 .41 - - .40 1,38 * co o .80 .90 .50 .80 1.20 1,00 - .80 .50 .80 _ .50 fine ridge DC 3 .*c - .50 - .50 .50 .50 ,60 .50 1.30 .00 .00 .80 l'c r l.CO .60 1,25 .so * cd o uoo • EC .90 •so 1.38 .90 Tonrs wpa .40 .41 .41 .41 .41 .41 mm - .40 1.39 .80 .80 .90 .50 - .80 l.?0 1.00 - •9 00 o .50 .80 .. ,50 rosebud db 3 ,40 - .50 mm .50 .50 .50 .60 .50 1.38 .80 .80 .80 .55- 1,00 .80 1.25 .90 .80 1.00 .80 .90 .80 1.38 .90 walworth wpa ,40 .41 ,41 .41 .41 .41 mm .40 1.38 .80 O 00 • .90 .50 — .80 1.20 1,00 - .80 .50 o CD • - .50 MnBRinnr db 3 .40 .50 .60 .60 .60 .50 1.38 ,80 l.CO l.OC _ l.CO 1.00 ,80 _ _ 1.00 mm YANKTON wpa .40 .42 .42 .42 .42 .42 mm _ .40 1.38 .80 .80 .90 .52 — .80 1.20 1.00 mm .80 .52 .80 m. .52 YANKTON db 2 .40 - - - .60 - - ,80 - - - - - 117. P—148 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations TENNESSEE UN- SKI LLEO ntermedi ate County and City or Town source laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8tecl worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Chester SPA .ia ♦ 23 .23 .23 .23 .23 .23 .23 .23 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 jack6 creek DB 2 .30 .50 .60 _ _ ' — .40 — 1.00 .75 i. 10 — _ 1.00 — .75 1.00 1.00 _ davic60n iPA .30 .42 .42 .42 *42 .42 .42 .42 .42 1.50 1.00 1.25 i.i2 1.00 1.25 1,00 1.37 1.25 - in • 1.00 1.25 1.25 1.25 Nashville DB 2 .40 - 1.00 - .60 - - - .65 1.50 1.00 1.25 1.13 - '.25 . O o 1.38 1.25 1.00 .65 1.00 1.25 1.25 1.25 PSA .40 - - - .50 - - o GO • .40 1.50 1. 10 1.25 1.13 1.13— 1.25 1.00 1.38 1.25 1.00 .75 1.00 1.25 1.25 1.25 1.25 AFL - mm - - .60 - - - - 1.50 1. 10 1.38 1. 13 - 1.25 1.00 1.38 1.25 1.00 - 1.00 1.25 1.25 1.25 C .30- - - - .40- - - - 1.00- .85- .60- .75- .60- 1.25 .75- 1.00- 1.25 - .60- .90- 1.25 .85- - .40 .60 1.50 1.00 1.25 1.13 1.25 1.00 1.38 .85 1,00 1.25 l)ver SPA .21 .28 .28 .28 .28 .28 .28 oo (SI • .28 .50 .50 .50 .30 .50 .50 .50 .50 .50 — .50 .50 .50 .50 .50 oversburg OB 2 .30 - .50 - - - -■ mm mm - .90 .75 - 1.00 - — — 1.38 .63 _ _ _ n.N.S. DB 2 .30 - - - - mm - .40 - .90 — 1.00 — _ _ — _ _ *— Hamilton SPA .30 .42 .42 .42 .42 .42 •42 .42 .42 1.50 1. 10 1.25 1. 10 1.00 1.00 1.00 1.50 1.37 _ .85 1.00 1 1.37 1,37 1.50 Chattanooga PSA .45 _ _ _ .60 — — .50 1.50 T. 10 1.25 1.25 1.00- 1.25 1.00 1.50 1.38 1.25 .85 1.00 1.38 1.38 1.50 1.25 AFL .45 mm _ — .60 — — 1.50 i.lo 1.25 I. 10 1.00- 1.25 1.00 1.50 i.S0 1.25 .85 1.00 1.50 1.38 _ 1.25 C .45 - - - .60 - — - — 1.50 1.10 1,25 1.10 1.00- 1,25 1.00 1.50 1.25 .75 1.00 1.25 1.38 1.50 Henry SPA .21 .28 .28 .28 .28 .28 • 28 00 CM . .28 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 Paris DB 2 .30 _ .45 .50 .45 mm 1.25 1.00 1.00 1.00 1.25 1. 10 mm 1.00 i Knox SPA .30 .42 .42 .42 .42 .42 .42 .42 .42 1,25 1.00 1.00 1.25 1.00 1.00 .80 1.25 1.25 1.00 1.00 1.25 1.37 1.00 Knoxville PSA .40 — _ _ .60 .65- 1.25 1.00 - m 1.00 1.00- 1.00 .80 1.25 1.25 1.25 .80 1.25 1.38 .80 1.25 C .30- mm .35- .75- .50- .75- .75- .90- .75- .50- .75- .80- .50- .60- .90- .75- .75- .60 .60 1.25 1.00 1.00 1.00 1.50 1.00 ,eo 1.00 1.25 1.00 .80 1.25 1.38 1.00 Lake SPA ,18 .23 .23 .23 .23 .23 .23 .23 ' .23 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 P.N.S. db 4 .30 am .50 mm —, .40 .90 .75 i.OO2 .63 Loudon SPA .18 .23 .23 .23 .23 .23 .23 .23 .23 .40 .40 .40 .40 .40 .40 .40 .40 - .40 .40 .40 .40 .40 Lenoir City DB 2 .30 - .60 - - .75 .50 _ 1.25 .75 1,00 1. 10 _ 1.00 O CO . 1.25 1.25 1.00 .80 o 00 • 1.25 1.25 1.25 Putnam SPA • 18 .23 .23 .23 .23 .23 .23 .23 .23 .40 .40 .40 .40 .40 .40 .40 .40 _ .40 .40 .40 .40 .40 Cookeville DB 1 .40 mm _ .50 _ mm _ .50 .90 mm i. 10 •75 1.25 .. SK I LLED 118. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Tennessee P—148 County and City or Town source UN¬ SKILLED 1 ntermed1 ate sk 1 lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper 6heet metal WORKER helper tile layer helper truck driver (over 'i tons) brick- layer carpen¬ ter cement fin¬ isher elec¬ trician enq1— neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer , compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Rotherforo WPA .21 .28 .28 .28 .28 .28 .28 .28 .28 o ir> • .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 uurfree6b0r0 OB 3 .40 _ — .50 _ — .65 1.50 1.00 1.25 1.13 1.00- 1.25 1.00 1.38 1.25 1.00 .65 1.00 1.25 1.25 1.25 1.25 Shelby WPA .30 .42 .42 .65 .62 .42 ♦42 .42 .42 1.62 1.12 1.12 1.25 1.25 1.00 1.00 1.56 1.37 _ 1.00 1. 12 1.37 1.25 1.25 memphis 08 4 .35 .. .63? .63 .63* .63 — .63 .60 l.63Z 1.13 1. I32 1.25 i.3e 1.00 1.56 1.38 1 - 13 l-OO 1- 13 l,.3fi 1.25 1 T 2ft PWA .35 _ .63 .63 .65- 1.63 1. 13 I.J3 1.25 1-13— 1.38 l-OO 1.56 1.3ft lT 13 i Tno 1-13 1,3ft 1,2ft 1,2ft 1.00 1,25 afl _ mm .63 mm mm .63 I ,63 1. 13 It '3 iT25 It 13- 1,3ft 1.3ft i,ft6 '.38 1,13 1,13 1,39 | 25 1 25 1.25 Washington WPA .26 .34 .34 .34 .34 .34 .34 .34 .34 .60 .60 .60 .60 .60 .60 .60 .60 • 60 _ .60 .60 .60 .60 .60 Johnson City DB 3 .40 - - .50 - - - - .50 - .75 - .75 _ • .752 lf002 mm _ 1.00 1 119. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1938 Selected Occupations texas P—148 County and City or Town source UN¬ SKILLED Intermediate Sk illeo laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier ^lumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plab- terer plumb¬ er rein¬ forc¬ ing steel worker ioorcR, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Aransas IPA .23 .35 .35 .35 .35 .35 .35 .35 .35 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 ar.nfi.s P.Rfi or 3 -40 .60 aa a. .60 1.50 I.13 1.13 1.25 1.25 1.00 1.25 1.25 1,00 1.00 1,25 1,50 Bastrop IPA .25 .40 .40 .40 .40 .40 .40 .40 .40 ♦75 .75 ♦75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Elgin OB 2 .40 - .63 - - .50 .50 - .45 1.50 1.00 1.25 1.25 SRI 1,25 1,00 ' 1,50 1.25 1,00 I.OO 1.00 1.25 1.00 1.50 Bexar VPA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.50 1.00 1.00 1,25 1.00 1.50 1.00 1.50 1.50 1.00 1.00 1.25 I.s© 1.25 1,50 Brooks Field CS 3 .40 - - - - - - - .55 - 1.00 1.25 1.25 1.00 - 1.00 1.50 - 1.00 - - - 1.25 mm Fort Sam Houston DB 2 .40 M mm mm .50 - - .65 .50 i.50 1.00 1.25 1.25 1.00 1.50 1.00 1.50 1.50 1.00 1.00 1.25 1.50 1.25 1.25 Kelly Field OB 3 .40 - - - .50 - - - .50 1.50 1.00 1.25 1.25 1.00 1.50 1.00 1.50 1.50 1.0© 1.00 1,25 1.50 1.25 _ San Antonio DB 3 ,40 - .60 - .50 - - .65 .50 1,50 1.00 1.25 1.25 1.00 1.50 1.00 1.50 1.50 1.00 1.00 1.25 1.50 1.25 1.25 PI A .40 - mm - .60 - .65 .55 1.50 1.00 1.25 1.25 1.25 1.50 1.00 1.50 1.50 _ 1.25 1.50 1.25 1.25 AFL - - - - .60 - - .65 - 1,50 1.00 1.25 1.25 1.00- 1.50 1.00 1.50 1.50 — 1.00 1.25 1.50 1.25 1.25 1.25 C .40 _ _ _ .60 «. _ 1.50 1.00 1,25 1.25 1.25 1.50 1.00 1.50 1.50 aa a. 1.25 1.50 a. 1.25 Bow IPA .26 ~ .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Texarkana OB 3 .40 .60 .50 .45 .60 .50 .50 .45 1.50 .88 1.00 1.00 1.00 1.25 .80 1.50 1.25 .80 .75 .90 1.25 1.00 1.25 Brazoria IPA .20 .45 .45 .45 .45 .45 .45 .45 .45 .75 .75 .75 .75 .75 .75 .75 .75 _A_75 .75 .75 .75 .75 .75 .75 presort DB 3 .40 .60 .75 .60 .60 1.50 1.00 1.00 1.13 1.25 1.00 1.25 1.50 1.00 1.25 1.50 1.25 1.50 Cameron IPA .25 .40 .40 .40 .40 .40 .40 .40 .40 1.00 1.00 1.00 1.00 1.00 1.00 .60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Port Isabel DB 3 a 30- .60 .50 .50 .50 1.00 1.00 a. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .40 San Benito (NearI DB 4 .30- .75 mm mm .50 m, .75 1.00 1.00 m, .75 _ .75 m, .40 - chs!. fjrf8fl wpa .40 .40 .40 .40 .40 .40 .40 .40 1.25 .75 .75 .75 .75 .75 .75 .75 1.00 .75 T?5 ,75 ltOO ,75 1,25 OS 3 .40 .60 .60 mm .55 1.50 1.00 1.25 1.00 1.00 I.00 1.25 1,00 1.00 .. . •». ... collin IPA .25 .40 .40 .40 .40 .40 .40 ,40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 •75. Farmersville DB 3 .40 _ .50 .63 .75 _ .50 1.50 1.00 1.25 1.25 _ 1.50 1.00 1.50 1.50 1.00 1.00 1.50 1.50 1.25 1.50 Collingsworth IPA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Wellington OB 2 ,40 _ .60 O tn « .60 .50 .50 .50 .55 1.50 1.00 1.25 1.00 — 1.00 1.00 1.50 1.00 1.25 1.00 1.00 1.00 1.25 1.25 &alla6 IPA .35 .55 .55 .55 .55 ,55 .55 .55 .55 1.50 1.00 1.00 1.25 1.00 1.00 1,00 1.50 1.50 1.00 1.00 1.38 I.OQ 1.00 1,50 Dallas DB 4 .40 mm .63 .75 aa .50 1.50 1.00 1.25 1.25 1.25 1.50 1.00 1.50 1.50 i.oo 1.00 1.50 1.50 1.25 1.50 pwa .50 Ml .63 lt50 1.00 1.25 1.25 1,00- 1.50 1.00 1,50 1.50 1,50 1,50 1,25 1.25 120. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations texas p—148 County and City or Town un¬ billed Intermediate Sk ills :o source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over l± t0n8) brick¬ layer carpen¬ ter cement > fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— ford¬ ing steel worker toorcR, compo¬ sition sheet metal worker STEAM FITTER STRUC¬ TURAL IRON WORKER TILE layer Dallas (continueo) afl - - - - ,60 - - an - 1.50 1.00 1.25 1.25 1.00- 1,50 1.00 1.25 1.50 - - 1.38 1.50 1.25 - 1.25 Seaqoville 0b 3 ,40- - - - .63 .75 a* - .50 1,50 1.00 1.25 1.25 1,25 1.50 1.00 1,50 1.50 - 1.00 1.50 1.50 1.25 1.50 .50 denton ipa .25 .40 .40 .40 .40 .40 .ao .40 .40 .75 .75 .75 .75 in r- * ,75 .75 m • .75 .75 .75 ,75 ,75 .75 .75 Denton db 2 .40 - .50 - - - - mm .55 mm 1.13 1.25 1.25 - - 1.00 1.50 - - - 1.38 - 1.25 - donlev wpa .30 .45 .45 .45 .45 .45 .45 ;45 .45 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 Clarendon db 4 .40 _ .60 - .50 - - mm .45 1.50 1.00 1.25 1.25 1.00" 1.25 1,00 1.50 1.00 mm 1.00 - 1.25 li p*60 wpa .29 .41 .4! ,41 .41 .41 .41 .41 .41 1,50 1.13 1.00 1.25 1.00 1.00 1.00 1.50 1,50 1. 00 1.00 1.25 1.50 1.00 1.50 Fort Bliss ob 3 .40 ma — .75 .60 .75 — .75 .55 1,50 i. 13 1.00 1.25 1.00 1.38 1.00 1.50 1.50 1.00 1.00 1.25 1,50 1.00 1.50 tornillo ob 2 .40 • .75 .60 .75 _ — .55 1.50 1.13 1.00 1.25 _ 1.38 1.00 1.50 1.50 1.00 1.00 Falls wpa .25 .40 .40 .40 .ao .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 p.m.S. ob 1 .ao .50 .ao mm .40 1,50 1.00 1.00 1.00 1.5c 1.00 1.25 1.25 1.00 1.00 1.25 1.00 1.50 fort bend wpa .25 .40 .40 .40 .40 .40 .40 .ao .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Rosenberg ob 3 .ao — .63 mm .45 1.50 1. 13 1.25 1.50 - 1.50 1.13 1,50 1.50 mm 1.00 1.50 1.50 1.38 1,25 Galveston wpa .35 ,50 .50 .50 .50 .50 .50 .50 .50 1.50 1,00 1.00 1.25 1.00 1.00 1. 13 1.25 1.50 1.00 1.00 1.25 1.50 1,00 1.50 Fort Crockett db 3 ,50 - - - .75 - - - .60 1.50 1. 13 1.13 1.13 1.25 1.25 1.13 1.25 1.50 1.25 1.25 1.25 1.50 1.25 1.25 Galveston db 2 .40 - - .75 - - - - .55 1.50 1. 13 1. 13 1.13 1.25 - 1.13 1.25 1.50 - 1.25 1.25 1,50 1.25 - pwa .50 - - .63 - - .63 ,60 1.50 1.13 1.00 1.25 1.25 1.50 1.13 1.25 1.50 - 1.25 1.25 1.50 1.25 1.50 afl .50 - - - .63 - - ,63 - 1.50 1.13 1.00 1.25 1.25 1.50 1.13 1.25 1.50 - 1.25 1.25 1,50 1.25 1.50 c .50 - - - .63 - - - - i,50 1.13 1.00 1.25 1. 13 1.25 1.13 1.25 1.50 - 1.00 1.25 1.50 1.13 1.50 karris wpa .35 .55 .55 .55 .55 .55 .55 ,55 .55 1.50 i. 13 1.25 1.50 1.13 1.13 1.13 1,50 1.50 1.13 1.13 1.50 1.50 1.13 1.50 Houston pwa .40 - - mm mm - - .50 .45 1.50 - 1.25 1.50 1,13- 1.50 1.13 1.50 1.50 - 1.00 1.50 1.50 1,38 1.25 1,38 afl - mm - •63 - - .55 *■ 1,50 - 1.25 1.50 1.13- 1.50 i. 13 1.50 1.50 - 1.00 1.50 1.50 1.38 1.25 1.38 c .40 mm mm .63 _ _ _ mm 1.50 1.13 1.25 1.50 1.13 1.50 1.13 1.50 1.50 1.00 1.50 1.50 1.38 hidalgo wpa .25 .40 .40 .40 .40 .40 .40 ,40 ,40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 merce0e8 (near) db 3 .30- _ _ _ mm _ _ .50 1.00 .75 1.00 1.00 .75 1.00 .75 .75 1.00 .40 jefferson wpa .35 .50 .50 .50 .50 .50 .50 .50 .50 1.50 1.13 1.13 1.25 1. 13 1. 13 1. 13 1.50 1.50 1. 13 i. 13 1t?5 i.so '3 lrro beaumont DB ? ,40 - •W .55 _ .4? I.I? 1.25 1.25 1.00 uqo ,1.00 -bttgl_ — 121. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations texas p—148 County and City or Town source UN¬ SKILLED 1 ntermed1ate Sk illed laborer cement finish- er helper con— crete mixer opera¬ tor eleo- trician helper hoo carrier ^lumber helper sheet metal worker helper tile layer helper truck driver (over it tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— rore— ino steel worker «oorcR, compo¬ sition sheet metal worker steam fitter struo- tural iron worker tile layer Beaumont (Continued) pwa .50 - - - .50 - - .60 - 1.50 1.13 1.00 1.25 1.60- 1.25 1,00 1,50 1.50 - 1.13 1.25 1.50 1.25 1.50 1.25 c .35- - - .60 - - - - 1.50 .75- 1.00- 1,25 1.25 1.50 .75- 1.50 1.50 - .75- 1.00- 1.50 1.00- 1.50 .40 1.13 1.25 1,00 1.00 1.25 1.25 Port Arthur DB 1 .40 - - - - - - - .55 - 1.13 1.13 1.38 - - 1.13 - 1.50 1.25 - - - 1.25 1.50 pwa .40 - - _ .60 - . - _ 1,50 1.13 1.13 1.38 1.13- 1.38 1.13 1.25 1.50 - 1.13 1.25 1.50 1.25 1.50 1.25 AFL - - - - .60 - - - - 1.50 1.13 1.13 1.38 1.00- - 1.13 1.25 "1.50 - 1.13 1.25 1.50 1.25 1.50 1.25 Sabiae DB 3 .40 - — - .60 - — - .55 1.50 1.13 1.13 1.38 — 1.25 1.13 1.50 1.50 _ — 1.25 1.50 1.25 _ Jones WPA .23 .35 .35 .35 .35 .35 .35 .35 .35 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 Anson OB 3 .40 _ .65 .60 .50 .50 .50 .60 .55 1.50 1.00 1.25 1,00 - 1.25 1,00 1.50 1.00 1.00 1.00 1.25 1.00 1.25 1.38 kimney wpa .23 .35 .35 .35 .35 .35 .35 .35 .35 .65 ,65 ,65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 .65 Fort Clark DB 3 .30- - .50 .50 .50 .50 - .65 .50 1.50 1,00 1.25 1.13 1.00 1.25 1.00 1.25 1.25 1.00 1.00 1.00 1.25 1.25 1.25 .40 kleber8 WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 kin38villc OB 2 .25 - .45 - — — _ .40 1.00 1.00 _ 1.25 1.00 mm Lampasas WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Lampasas DB 2 .40 - .63 - mm - .50 - .45 1.50 1.00 1.25 1.25 - 1.25 1.00 1,50 1.25 f .00 1.00 1.00 1.25 1.00 1.50 Lee WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 glooinos DB 2 .40 - .63 - - - - - - 1,50 1.00 1.25 1.25 - 1.25 1.50 1.25 mm 1.50 / liberty WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Iff 3erty DB 2 .40 - _ - .50 — — _ 1.50 1.13 1.25 1.50 1.50 1.13 1.50 1.13 1.00 1.50 1.50 1.38 1.25 McLennan WPA .30 .45 .45 .45 .45 .45 .45 .45 .45 1,50 1.00 1.00 1.00 1.00 1.00 1.00 1.25 1,00 1.00 1.00 1.00 1.00 1.00 1.25 Waco DB2 .40 - .50 .60 .40 .60 - — .40 1.50 1.00 1.00 1.00 1.00 1.50 1.00 1.25 1.25 1.00 1.00 1.00 1.25 1.00 1.50 Mataqoroa WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Palacios DB 3 .40 - .60 - - - - - .50 - 1.00 1.13 1.25 - — 1.00 - - 1.00 1.00 1.00 — — _ Milam WPA .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Rockdale DB 2 .40 - .63 - - .50 .50 - .45 1.50 1.00 1.25 1.25 - 1.25 1.00 1.50 1.25 1.00 1.00 1.00 1.25 1.00 1.50 Nueces WPA .26 .40 .40 .40 .40 .40 .40 .40 .40 1.25 .75 .75 1.00 .75 .75 .75 .75 1,00 .75 .75 .75 1.00 .75 1.25 Corpus Christi DB 3 .40 - - .60 .60 - .60 .60 .50 1.50 1.13 1.13 1.25 1.00 1.25 1.00 1.25 1.25 1.00 1.00 1.00 1.25 1.25 1.50 122, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations texas P—148 County and City or Town source un— skilled Intermedia1 e Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8teel worker hoofer, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer Corpus Christi (Continued) pwa .40 - - - - - - .50 - 1.50 1.13 1.25 1.25 1.00- - 1.00 1,25 1.50 mm mm - 1.50 1.25 - 1.25 Port Aransas OB 3 .40 - .60 .60 .60 .50 mm - .50 1.50 1.13 1.13 1.25 1,00 1.25 1.00 1.25 1.25 - 1.00 1.00 1.25 1.25 1.50 Robstown DB 4 .40 - .60 .60 .60 .50 - .50 .50 1,50 1.13 1.13 1.25 1.25 1,00 1.25 1.25 1.00 1,00 1.00 1.25 1.25 1.50 Polk #pa .25 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 llvinq8ton DB 2 .40 - - - - - - - .40 1,50 1.13 1.25 1.50 1.13- 1.50 1.13 1.50 1.50 1.13 1.00 j.50 1.50 1.38 1.25 1.38 potter *pa .30 .45 .45 .45 .45 .45 .45 .45 .45 1.50 1.00 1,00 1.25 1.00 1.00 1.00 1.50 1.25 1.00 1,00 1.00 1.25 1.00 1.50 Amarillo DB 4 .40 .75 .50 .50 .50 .50 .50 .55 1.50 1.00 1.25 1.25 I.OO-J 1.50 1.00 1.50 1,25 1.25 .75 1.00 1.25 1.25 1.50 1.25 presidio »PA .25 .40 .40 ,40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Marfa DB 3 .40 - .60 .50 .75 .75 .60 .50 1.25 1.00 1.00 1.25 1.00 1.25 1.00 1.25 1.00 1.00 1.00 1.00 1.00 (.00 1.25 Shelby iPA .30 .45 .45 .45 .45 .45 .45 .45 .45 ,75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Center DB 2 .40 ww» .75 - .50 MM .50 ,50 .45 1.50 1.00 1.00 1.13 _ 1.25 1.00 1.25 1.13 1.00 1.00 1.00 1.13 1.00 1.25 Smith WPA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Tyler DB 2 .40 .. .75 .63 _ _ .75 .. 1,00 1.00 1.00 _ .88 .. 1.00 1.00 1.00 _ «Mi Tarrant WPA .35 .55 .55 .55 .55 .55 .55 .55 .55 1,50 1.13 1.13 1.25 1. 13 1.13 1,13 1.50 1.25 1.13 1.13 1.38 1.25 1.25 1.50 Fort Worth OB 2 .40 •v - .60 .60 .65 _ .60 .55 1.50 1.13 1.25 i. 13 1.25- 1.25 1.13 1.50 1.25 1.13 1.00 1.38 1.25 1.25 1.38 1.38 PWA .50 4MB - — — - _ .60 .55 1,50 1.13 1.25 1.25 1.25- 1.50 1.13 1.50 1.25 - 1,00 1.25 - 1.25 1.38 1.38 AFL .50 - - _ .55 - .60 — 1.50 1.13 1.25 1.25 1.25— 1,50 1.13 1.50 1.25 - 1.00 1.50 1.25 1.25 1,38 1.38 C .25- _ _ MI MM .. _ 1.00- 1.00- 1.00 .75- - — .75- .75- .75- _ .75- .75- MM _ 1.38 .40 1.50 1.13 1.25 1.13 i .50 1.25 .85 1.38 Taylor WPA .30 .45 .45 .45 .45 .45 .45 .45 .45 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 afttl FRF DB 2 .40 M .60 .55 .50 .55 1.50 1.00 1.25 1.00 1.00 1.25 1.00 1.50 1.25 MM 1.25 terry WPA .30 .45 .45 .45 .45 .45 .45 .45 .45 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 rrownfield DB 2 .40 .50 .60 4MB .60 .50 .60 .60 1.25 1.00 1.00 1.00 1.00 1.25 1.00 1.25 1.13 1.00 1.00 1.00 1.13 1.00 1.25 Tou green WPA .26 .40 .40 .40 .40 .40 .40 .40 .40 1.00 .65 .65 .75 .65 .65 .63 1.00 1.00 .65 .65 .75 1.00 .65 1.00 San Anqelo DB 2 .40 _ ,65 .50 .. .50 .50 1,50 1.00 _ 1.00 _ 1.00 — 1.00 .. _ 1.00 1.00 _ .. 123. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I938 Selected Occupations texas P—148 County and City or Town bounce un¬ skilled Intermediate Sk illed laborer cement finish- er helper con¬ crete mixer opera¬ tor eleo- trician helper hoo carrier ^lumber helper sheet metal worker helper tile layer helper truck driver (over 1* T0N8 ) brick¬ layer carpen¬ ter cement fin¬ isher eleo- trician engi¬ neer, hoist¬ ing lather metal paintea plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Travis •PA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.25 1.00 1.00 1.25 1.00 1.00 1.00 1.00 1.25 1.00 1.00 1.00 1.25 1*00 1.25 Austin OB 3 .40 .63 .50 .60 .50 .50 *45 1.50 1.00 1.25 1.25 1.00 1.25 1.00 1.25 1.25 1.00 1.00 1.25 1.00 ... P*A .50 - .. .65 — .65 .75- 1.50 1.00 1.25 1.25 1.00- 1.50 1.00 1.50 1.25 1.00 1.00 1.25 1.25 1.50 1.00 1.25 c .40 _ .50 — — mm _ 1.50 1.00 1,25 1.25 1.00 _ 1.00 1.50 1.25 1.00 1.00 1.25 1.25 1.50 •ebb •PA .26 .40 .40 .40 .40 .40 .40 .40 .40 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 Laredo DB 2 .40 .. — — — _ .. _ .. — _ _ 1.00 1.00 «» —, •fCHlTA •PA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.50 1.00 1.00 1.13 1.00 1.00 1.00 1.50 1.13 1.00 1.00 1.00 (.13 1.00 1.50 • ic'hita fallb 08 2 .40 _ .60 .60 _ _ .50 1.50 1.13 1.25 1.00 _ 1.25 1.00 1.25 1.00 .75 1.00 1.00 •il8arqer •PA .30 .45 .45 .45 .45 .45 .45 .45 .45 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 vernon OB 4 .40 .60 .50 .50 1.50 1.13 1.25 1.13 1.00 1.25 1.00 1.50 1. 13 i.oo iTno , 124. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations utah P—148 County and City or Town un¬ skilled intermediate Skilled source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over i* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— roro- ing steel worker toorcR, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer box elder f pa .50 .65 .60 .65 .65 .65 .65 .50- 1.25 1.to 1,|0 i.io .85 1.25 i.io 1.50 MO • i.io 1.10 1,10 I.IO 1.10 .65 plymouth db 1 .65 m .90 .80 • — MM .75- 1.38 1.13 1.13 1.13 »903 1.25 i.io 1.25 mb 1.13 1 Mrt 3 1.13 —*. 1.13 mm .90 pache WPA .50 .65 .60 .65 .65 .65 .65 a* ,50- 1.25 1.10 1*10 i.io .85 1.25 i.io 1.50 »•* .75- mm 1.13 i.ic ui3 mm mm uoo mm mm 1.13 1.25 i.?5 .90 weber wpa .50 .65 .60 .65 .65 .65 .65 .50- I .25 i .10 l-tc i.io .85 1.25 1 .10 1 .50 1 .10 1 ,10 i rm ir in 1,10 f t in 1 a lO .65 Ggoen OB 3 .65 _ .90 _ .90 mm .80 .75- 1.30 1.13 1.13 1.13 1.13 1.25 1.13 I .50 1,13 it'* 1, 13 '••3 1 •1" i *1* l,?f> .90 PWA .65 mm _ _ .75 .75- (.30 I.CO i.i « 1.13 1.25 l .50 t.oc t .50 ! .20 -75 -oo i ,m 1 ,20 f t9* 1 jf * .90 f < 126, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Vermont P—148 County and City or Town source un¬ skilled intermediate Sk i lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over H t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roRo— inc 8teel worker ioofer, compo¬ sition sheet metal worker 8team titter struc¬ tural iron worker tile layer calfdonia WPA .35 — .40- »4(V- .40- ,40— _ - .40 .70- ,65- .55- .90 .60- - .55- .70- .70- - - — _ mm - .45 .45 .45 .45 .86 .75 .65 ,65 .65 .86 .80 p.n.s. db 1 .ao - - .50 mm .75 - ,94 .65 - - - - - - - - - - chi ttenden burltngtcn wpa .40 - ,50 .50 .50 ,50 - - .45 1.25 ,86 .75 .90 .70 .75 - 1.25 .90 - - - - - - db 2 .40 .50 •m .50 mm - - ,45 1.25 .90 .75 .90 *m .90 .75 1.25 - .60 .90 1.00 - 1.25 m r -<40 .50 „ _ — 1.25 .90 .75 *90 1.00 .50 .75 1.25 1.25 - ,90 i.co i.co 1,25 1.25 Fort Ethan .Allen WPA .40 - .50 .50 .50 .50 _ - *45 1.25 ,86 .75 .90 .70 — .75 1.25 .90 - - - — — — db 2 .40 - .50 - .50 — - .50 .45 1.25 .90 .75 .90 - .90 .75 1.25 1.00 .60 • pc 1 ,00 I. 00 1.25 1.25 essex WPA .32 mm .40 .40 .40 .40 - - .35 .70 .65 .55 .90 ,60 - .55 .70 .70 - - - - - - Beecher Falls db 2 .40 — — - - - .50 - - 1.25 .90 i.co — - .90 .90 1.25 - - - I.00 mm - mm ./ Franklin WPA~/ .35 - .40 ,40 .40 .40 - - .40 .70 .65 .55 .90 ,60 - ,55 .70 .70 - - - - - - HIGhcate Springs db 4 .40 — .50 mm mm - - - .45 - .90 .75 - ~ - .75 1,25 - - - - - - - st. albans WPA .40 - .50 .50 .50 .50 - - .45 1 .00 .86 .75 .90 .70 - .75 i.co .90 - - - - - - db 2 .40 - .50 mm .50 - mm .50 .45 1.25 .90 .75 .90 - .90 .75 1.25 i.co .60 *• 1,00 1.00 f.25 1,25 Lamoille WPA .32 mm .40 .40 .40 .40 mm - .35 .70 ,65 .55 .90 .60 — .55 .70 .70 •ww - - - - - p.m.s. db 1 .40 mm - - - - - - .50 .75 p"» .84 ,65 — - - - — - - — - - Orleans WFA £/ .35 - .40 .40 .40 .40 - - .40 .70 .65 ,55 .90 .60 — .55 .70 .70 __ mm 3eebe plain de 2 ,40 - .65 «*> - - - - .45 — i.co _ — .. _ newport WPA .35 .45 .45 .45 .45 m mm .40 .86 .75 .65 .90 .65 .65 .96 .80 db 3 .40 - .50- .50 .50 .50 .50 .90 .45 1.25 .on i.co i.00 1.00 .00 1,25 . 90 .60 „q0 i ,oo 1 ,nn .on i ?«; ,65 windsor WPA £/ .35 —» .40 .40 .40 .40 •m - .40 .70 ,65 ,55 .90 .60 - .55 ,70 .70 _ __ _ mm white PJvfr Junction db 3 .40 mm .75 .50 .50 .50 .63 _ .50 1.38 __Z .75 I.CO .80 .75- 1.25 .65 1.38 1.00 ,90 .75 .00 f.oo t .78 l.CO windsor wra .35 mm .45 .45 .45 .45 - - .40 .86 .75 .65 .90 .65 — .65 .86 .80 mm db 2 .40 - .50 — .50 .53 _ .45 1.25 .90 ,90 — , 90 ,75 i ,on 1 ,rn 1 ."o 1 . 9^ a/ Except St. Alpans City e/ Except Newport City c/ Except sprinqeielo town and Windsor city. 127. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Virginia P—148 County and City or Town source UN¬ SKILLED 1 ntermed1 ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over it t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roro— ing 8teel worker xoortR, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer accowac vpa .19 .25 .25 .25 .25 .25 .25 .25 .25 .70 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 fit»7FHR.rKUll 1 r OR 4 .45 _ _ .50 .90 .90 .90 - mm P.N.S. OB 3 .35 - .50 .60 - .50 - — .50 1.00 ,80 1.00 .90 .80 .80 .80 1,00 1.00 •50 mm ,88 1.00 ,90 «, Albemarle charlotte6villc city •pa .21 .28 .23 .28 .28 .28 .28 .28 .28 .45 •«37 .37 ,50 .50 mm .37 *45 .65 — .37 .40 .65 .37 .40 OB 3 .45 - - - - - - - - - - — mm - mm i» 10 I. 10 mm mm mm Alleghany cl.1fton forqe city WPA .21 .38 .45 .38 .38 .38 00 • .38 .40 ,80 ,60 .50 .70 .60 — .60 .80 .70 mm • 65 .70 .70 .70 .70 OB 3 .35 mm - .50 - .50 .45 .. — 1.25 .75 — .80 mm .75 _ .80 mm .75 .80 Arlington WPA .25 .38 .38 .38 .38 .38 .38 .38 .38 .80 .60 .60 .70 .60 mm .60 .80 1.00 —, .70 .60 1.00 .80 .80 arlington OB 3 ,70 .65 .50- — — .94 .75 1.75 1.50 1.50 1.80 i.se 2.00 1.50 .652 1.50 1.65 1.50 1.25 Arlington Farms DB 2 .70 _ _ .50- _ _ _ .65 1.75 1.50 1.50 1.00 1.63 1.58 2.00 1.50 1.50 1.30 1.50 1.65 2.00 1.25 Fort Myer DB 2 .70 mm - - - - - - .65 1.75 1.50 1.80 _ 1.58 _ 1.50 1.50 I.304 I.504 am Z 00 am Rosslyn OB 4 .70 - - - - .63 - - .65 1.75 1.50 1.50 - 1. 10 • _ _ 1,50 1.50 mm Alexandria city wpa .25 .38 .38 .38 .38 .38 .38 .38 .38 .80 .60 .60 .70 .60 _ ,60 .80 1.00 .70 .60 uoo .80 • 80 DB 4 .70 - - .50- - - - - .65 — 1,50 1.50 I.802 _ 1.58 2.00 •m 1.50 2.002 I.252 Augusta IPA .21 .38 _ .38 .38 .38 .38 .38 .38 .80 .60 .60 .70 .70 r50 .60 1.00 .70 .60 1.00 .70 A70 P.N.S. DB 4 .30 mm -45 .45 . .45- t40 .75 m—^ / 1 Bedford WPA .19 .25 .40 .25 .25 .25 .25 .25 .30 .95 .50 .50 .70 .85 - .45 .60 00 • — .60 .50 .78 .60 .90 P.N.S. OB 4 ,30 - .45 _ - — _ .45 .60 .45- •40 .75 Campbell vpa .26 .34 .34 .34 .34 .34 .34 .34 .34 .50 .60 .60 .75 .85 _ .56 .70 .80 .60 .60 .80 .70 i. 10 altavista DB 2 .30 - .60 .40 - .40 .40 .60 .40 1.25 .70 _ .70 mm .65 .85 .75 ,75 .75 •75 .75 1.25 Carroll WPA .19 .24 .24 .24 .24 .24 .24 .24 .24 .50 .31 .31 .31 .40 __ .31 .50 .50 • 31 • 31 .50 .50 Galax (near) OB 3 .30 - .45 - - - ~ — .45 — .60 _ .45 mm mm •40 Clarke WPA .20 .30 .30 .30 .30 .30 .30 .30 .30 .75 .60 .60 .60 .50 .50 .50 .50 um .50 .50 ,50 ,50 .50 berryvillc OB 1 .30 - .45 .45 ,40 .40 .45 - .40 1.00 .80 .75 .80 .60 1.00 .75 1,00 .75 ,u .75 .75 .95 1,00 1,00 128. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, T958 Selected Occupations Virginia P—148 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier PLUMBER HELPER sheet metal WORKER helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoi st¬ ing lather, metal painter plas¬ terer plumb¬ er rein— foro- ing steel corker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Dinwicdie cpa .26 .34 .34 .34 .34 .34 .34 .34 .34 1.00 .60 .50 .75 .75 - ,60 .75 .75 - .60 .60 .75 .70 1.00 P.N.S. DB 1 .30 - - - - .30 - - .40 - .60 - .60 - - - - .75 - .60 - — - - ElUabeth city cpa .26 .34 .45 .34 .34 .34 .34 .34 .45 i. 10 .65 .60 .65 .65 - — .90 i. 10 - - .60 1. 10 .66 I.IO Fort Monroe DB 3 .50 — .65 mm .651 - ,60 .65 .50 1.25 .88 1. 10 ,90 1 • 10 1.25 .83 1,25 1.10 .75 .75 1. 10 1.10 1.25 1.25 Kecoughton DB 2 .50 _ _ _ _ - _ — .50 - .88 - .90 - - .83 - 1.10 - - mm i.iO 1.25 - Langley Field DB 2 .50 — .65 - .65 — .60 .65 .50 - .88 1,10 .90 1,10 1.25 .83 1.25 1. 10 .75 .75 1. 10 i. 10 1.25 1.25 Phoebus DB 2 .50 _ .65 - .65 .65 .60 .65 .50 1.25 .88 1. 10 .90 - 1.25 .83 1.25 1. 10 .75 .75 1.10 1. 10 1.25 1.25 Fairfax cpa .25 .30 .30 .30 .30 .30 .30 .30 .50 1.50 .75 .75 1.00 .70 - .75 1.00 1.00 - 1.00 .75 1.00 .75 1.00 Fort Belvair DB 2 .70 mm .. .50- _ _ _ .94 ,65 1.75 1.50 1.50 1.80 - 1.63 1.58 2.00 1.50 mm - 1.50 1.65 2.00 1.50 1.25 lorton DB 4 .70 _ _ ,50- _ _ _ .65 1.75 1.50 1.50 1.80* 1.75* - 1.58 - l.50d 1.50 - 1.50 i.es* 2.00 - I.252 p.n.S. DB 3 .45 m, .94 .50 1.50 1.50 1.80 mm 1.63 1.57 2. 00 1.50 1.50 1.30 1,69 1.65 - 1.50 Floyd cpa .19 .24 .24 .24 .24 .24 .24 .24 .24 .50 .31 .31 .31 .40 .31 .50 .50 mm *31 .31 .50 ■50 - p.N.S. DB 4 .30 .45 .45 .60 .45- .40 • _ _ .75 Franklin cpa .19 .25 .40 .25 .25 .25 .25 .25 .30 .90 .50 .50 .70 .85 - .45 .60 .78 - .60 .50 ♦ 78 .60 .90, p.N.S. DB 4 .30 - .45 - - - - - .45 - .60 - - .45- - - - - .40 - - - - - .75 Halifax cpa .19 .25 .40 .25 .25 .25 .25 .25 .30 .95 .50 .50 .70 .85 - .45 .60 .78 - ,60 .50 ,78 .60 .90 South Boston DB 2 .30 - - .40 - .40 - - - - .70 .70 .70 - - .65 - .75 - - - - - - Henrico Richmond city cpa .28 .41 .50 .41 .41 .41 .41 .41 .41 1.25 .70 .70 ,80 .80 - .70 .90 .80 - .80 - .80 .90 I.iO DB 4 .40 - ,50 - .50 mm mm - .40 1.50 ,90 1.00 - - - .80 I.OO2 - 1.25 .90 - - - - pca - _ • _ .50 mm .65 _ 1.50 .90 1.00 ,90 1.00- 1.25 •eo 1.25 1.00 1.25 - 1.00 1.00 1.50 1.25 1.25 afl .50 m _ 1.50 — 1.00 mm 1.00- 1.25 — 1.25 1.00 1,25 — - 1,00 1.50 - 1.25 C .30- .35— mm _ 1.50 .60- .65 .70- .75- .65- .60- .90- .88 - .35- ,75- .88 •60— 1. 13 .35 .40 .90 .90 .80 .90 .70 1.25 .80 .90 .75 henry cpa .21 .28 .44 .28 .28 .28 .28 .28 .33 1.10 .60 .55 .75 .85 .55 .66 .88 _ .60 ,60 .88 .66 1.10 bacqettt DB 2 .30 .50 .45 .50 .45 .45 .50 .40 1.25 .80 .60 .80 .65- 1- 10 .70 1.10 1.00 .40 .80 .80 1.00 1.10 I.IO 1.00 129. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Virginia P-148 County and City or Town un¬ skilled intermediate Skilled source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver {over 1* tonb) brick¬ layer carpen¬ ter cement fin¬ isher eleo- trician engi¬ neer, hoist— inq LATHER METAL painter plas¬ terer plund¬ er rein— foro- infl steel worker ioofer, compo¬ sition sheet hetal worker steam fitter struc¬ tural iron worker tile layer kim george •PA .19 .25 .25 .25 .25 .25 .25 .25 .25 .70 .50 .50 .50 .50 .50 .50 .50 _ .50 .50 .50 .50 .50 Oahlqren OB 3 .65 - - .50- - - - .94 .65 1.75 1.50 1.50 1.80 mm 1.63 1.57 2.00 1.50 1.50 1.50 1.65 2.00 1.50 1.25 Mansemond ' Suffolk city •PA .21 .28 .28 .28 .28 .28 .28 .28 .30 1.00 .60 .45 .75 .50 .60 1.00 1.00 1.00 .60 1.00 .75 .75 OB 2 .35 .50 .45 - - .50 - — - .90 .60 1.00 .80 1.25 .90 Nelson •PA • 19 .25 .40 .25 .25 .25 .25 .25 .30 .95 .50 . 01 0 .70 .85 .45 .60 .78 .60 .50 .78 .60 .90 p.n.S. OB 4 .30 - .45 - - - - .45 - .60 _ •» .45- .40 MM .75 Norfolk •PA .28 .41 .58 .41 .41 .41 .41 .41 .45 1.38 .90 .60 .90 .60 1.25 1.10 mm .75 .75 1. 10 .80 1.00 Craney Island 06 3 .35 — — _ _ _ .50 1.38 .90 .60 1.00 .80 .88 1. 10 1.25 Great Bridge OB 3 .35 _ _ _ _ _ m, .90 mm 1T 75 Norfolk city •PA •28 .41 .50 .41 .41 .41 .41 .41 .45 1.38 .90 .60 .90 .60 — .80 1.25 I. 10 .75 .75 1. 10 .80 1.00 OB 3 .35 - .50 .45 .50 .45 .45' - .50 1.38 .90 .60 1.00 .65 1.25 .80 1.25 1.00 .60 .75 .88 1. 10 1.25 1.25 P* A .50 - - mm - mm - .65 .65 1.38 .90 1. 10 1.00 1.25 1,25 .80 1.25 l.lo 1.00 .90 1.10 1. 10 1.25 1.38 AFL .50 - - - •60 - .65 ■ - 1.38 - 1. 10 1.00 1.25 1.25 - 1.25 1.10 1.00 1.10 I. 10 1.25 1.25 C .35 - - - .50 - - - - 1.38 .90 •60 1.00 .50- 1.25 .80 1,25 I* 10 • .45- .75 i. 10 .75- 1.25 .75 .75 1.25 n .55 - ' - •67 .67 - .66 - - - - 1.05 ■•ii - • 1.05 1.36 1.11 _ _ l.ll _ Northampton •PA • 19 .25 .25 .25 .25 .25 .25 .25 .25 .75 .50 .50 .50 .50 .50 .50 .50 .50 •50 .50 .50 .50 Broadwater DB 3 .35 - .50 •60 - .50 - - .50 1.00 .80 1.00 .90 • 60 .60 .80 1.00 1.00 .50 .86 1.00 •90 —1 f mri Kiptopeke DB 3 .35 - .50 .60 - •50 - - .50 1.00 .80 1.00 .90 .80 .80 .80 1.00 1.00 .50 _ •88 1.00 • 90 f Oyster OB 3 .35 - .50 .60 - .50 - - .50 1.00 .80 1.00 .90 .80 .80 .80 1.00 1.00 .50 •88 1.00 •90 mm Patrick •PA .19 .25 .40 .25 .25 .25 .25 .25 .30 .95 .50 .50 .70 .85 .45 .60 .78 .60 .50 .78 •60 .90 p.N.s. DB 4 .30 mm .45 - - - - - .45 - .60 — .45- .40 .75 prince george •PA .26 .34 .34 .34 .34 .34 .34 .34 .34 1.00 .60 .50 .75 .75 .60 .75 .75 .60 .60 .75 .70 i.oo petersburg DB 3 .35 .50 .50 .40 .50 .50 .60 .40 1.25 .80 .60 .80 .70 1.25 .80 1.25 1.00 .88 .88 1.00 1.00 1.25 Princess Anne •PA .28 .41 .50 .41 .41 .41 .41 .41 .45 1.38 .90 .60 .90 .60 _ .80 1.25 1. 10 .75 .7*5 1. 10 .80 1.00 Cape Henry OB 3 .35 .50 .45 .50 mm 1.38 .90 .60 1.00 1.25 .80 1.25 1. 10 .75 .88 1. 10 1.25 Little Creek DB 3 .35 — .50 _ .45 .45 mm 1.38 .90 .60 1.00 1.25 .80 1.25 1. 10 .88 1. to Punso DB 1 .35 - .45 - .45 mm .50 .90 _ .90 1. 10 m( .75 # Virginia Beach OB 3 .35 - .50 » - - .45 mm - ,90 .60 1.00 - 1.25 .80 1.25 MM - ,88 - - 130. P—148, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations VIRGINIA un¬ skilled intermediate SK illed County and City or Town source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor eleo- trician helper hod carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Prince William WPA • 19 .35 .30 .35 .35 .35 .35 .35 .30 .60 .50 .40 .60 .50 - .50 .60 .50 - .40 .50 .50 .70 .70 0uantic9 DB 4 .45 1.60 .50- _ _ - .94-* .50 1.75^ 1.50 1.50 1.80 — I.63J 1.57 2.00"* 1.50" 1.50 i.30 1.50 1.65 2.00 l.50J 1.25 . Roanoke WPA .30 .38 .38 .38 .38 .38 .38 .38 .40 .90 .65 .65 .65 •65 - .65 .65 .65 - .65 .65 .65 .90 •90 P.N.S. DB 4 .30 • .45 - — «» - mm .45 - .60 - - .45- - - - - .40 - - - - - .75 Roanoke "city WPA .30 .38 .38 .38 .38 .38 .38 .38 .40 .90 .65 .65 .65 .65 mm .65 .65 .65 - .65 .65 .65 .90 •90 OB I .35 _ .50 .45 .50 .45 .40 .40 1.25 .80 1.10 1.00 #65— 1.10 .80 1. 10 1.00 .65 •90 •90 1.00 I.IO I.IO 1.00 •aroJCK WPA .26 .34 .45 .34 .34 .34 .34 .34 .45 I. 10 .65 .60 .65 .65 - .65 i. 10 1.10 - .60 ,60 I.IO .65 I.IO Swantown DB 1 .50 wm .65 .65 .65 .60 .50 1.25 .88 1. 10 .90 i.'o 1.25 .83 1,25 '•10 .75 .75 '.10 I.IO - - MrwpnRT Nrws city WPA .26 .34 -4S .34 .34 .34 .34 .34 .45 1.10 .65 .60 .65 .65 _ .65 1. 10 i.10 _ ^60 .60 I.IO .65 I.IO pwa .45 mm mm .65 .65 1.50 .88 1.10 .90 l« 10 1.25 .8? 1.25 1 • 10 .75 . 75 _ I.IO I.IO 1.25 1.25 Westmoreland WPA .19 .25 .25 .25 .25 .25 .25 .25 .25 .70 .50 .50 .50 .50 - .50 .50 .50 - .50 .50 .50 .50 .50 Washington's Birthplace DB 3 .25 - - - - - - - .At .65 .65 mm - - - - mm - - - - - - m wise WPA .19 .24 .24 .24 .24 .24 .24 .24 .24 .50 .31 .31 .31 .40 - .31 .50 .50 - .31 .31 .50 .50 - Norton DB 2 .30 «■» - .40 - .40 - - - - .75 .60 .70 - .75 1,00 1. 10 - .75 .75 - mm york WPA .19 .25 .25 .25 .25 .25 .25 .25 .25 .70 .50 .50 .50 .50 - .50 .50 .50 - .50 .50 .50 .50 .50 yorktown DB 4 .35 - - - - - - - .50 - .88 - mm mm mm .80 - I.IO - - - - 1.25 - 18% HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations bash i no ton P-148 County and City or Town source UN¬ SKILLED intermediate Skilled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1+ t0n8) brick¬ layer carpen¬ ter cement fin— i8her eleo- trician engi¬ neer, hoist¬ ing lather, metal painter s? S T plumb¬ er rein— roRo- ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker TIP e. l/» tp « Benton 1PA •42 - .47 - .84 - - - .71 1.23 .97 1.02 1.02 .71 1.02 1.02 1.23 1.02 1.02 .84 1.02 1.02 1.02 I.F2 OB 3 .60 _ .80 _ .. _ _ _ .75- — 1.20 1.20 — — — _ .90 .90 - - - 1.20 - .90 Chelan IPA .46 - .53 - .88 - - - .75 i.i? 1,00 1.17 1.05 .75 1.17 1.17 1.17 I. 11 1.17 1.17 1.05 I.ll 1.24 I« 1 5(1 1,5n lt50 i,ffl la 63 Burrows DB 2 .90 — 1.25 _ _ — _ 1,00 .. 1.60 1.33 1.38 1.50 1.50 1.65 1.50 ... 1.38 1.50 1.50 1.35 Sedro ■oolley DB 2 .90 - 1.25 .95 1.25 l.oo 1.00 1.00 1.40 1.60 1.33 1.38 1.50 1.50 1.50 1.65 1.50 1.25 1.38 1.50 1.50 1.50 1.35 Skamania ■pa .48 _ .69 .92 mm .84 1.31 1.02 1.02 1.23 1.23 1.02 lub2 1.31 1.31 1.02 1.0? 1. 15 1.31 1.31 1 .23 Spirit Lake (near) DB 2 •6J- _ 1.00 .75- 1.13 .75- 1. 10 1. 13 1, 38 .75 .85 1.13 P.N.S. DB 2 .63 . m ' .75 _ _ mm .75- 1.13 1.25 1.00- —, i.ic w> 1.38 m mm .85 1.13 I Snohomish ■PA .50 - .66 - 1.07 mm - - .98 1.46 1.23 1.23 1,46 1.17 1,46 1.23 1.46 1.46 1.17 1.23 1.30 1.46 1.30 1.23 Everett pva 1.00 - - - - - - 1.00 1,20- 1,50 1.38 1.38 1,50 1.50 1.50 1.25 1.75 1.50 1.38 1,38 1.50 1.50 1.25 1.40 afl 1,00 - - 1.25 - - 1.00 - 1.50 1.38 1.38 1.50 1.50 1.50 1.25 1.75 1.50 ' _ _ 1.38 1.50 1.50 1.25 Everett (near) DB 2 .75 _ —, .75- 1.20 mm 1. 10 1.20 •n00 Spokane ■PA •51 .61 - 1.09 - - - .89 1.50 1.24 1.35 1.24 1.24 1.50 1.24 1.50 1.35 1.24 1.02 1.24 1.35 1.50 1.29 Spokane DB 1 .80 - - i. 10 - - - .90- 1.50 1.25 1.68 1.25 _ 1.50 1.25 1.68 1.30 1.00 1.25 „ 1.50 i. 10 p»a .80 J1 — «. _ _ .90 •70^ 1.25 1.68 1.25 1.50 1.50 1.25 1.68 1.40 1.25 1.40 1.50 MO afl •80 - - — 1.10 _ _ .90 ' mm 1.68 1.25 i.68 1.25 1.50 1.50 1.25 1.68 1.40 1.25 1.40 1-50 C .50- • - _ .. a* 1.50 1.00- 1.00- 1.00- 1-38 1.68 1.50 1.50 .80 1.25 1.25 1.25 Stevens ■pa .42 - .47 .84 _ *71 1.23 .97 1.02 1.02 .71 1.02 1.02 1.23 i. 02 1.0? .84 1-02 1 .02 1^02 1 07 Colville DB 2 .50 - .63 - - .90 1.50 1.25 1.63 1.25 1.66 1.25 1.84 1.20 1.38 1.20 J 1.50 1.35 134. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Washington p—148 County and City or Town UN¬ BILLED Intermediate Sk illed source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tons) brick¬ layer carpen¬ ter cement ' fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8teel worker ioofer, compo¬ sition sheet metal worker steam rittcr struc¬ tural iron worker tile layer Thurston WPA .53 •73 _ 1.24 mm 1.05 1.40 1.24 1,32 1.40 1.24 1.40 1.24 1,50 1.50 1.32 1.24 1.32 1.50 1.40 1.24 hI vmpi. ob 2 i. 00 1.00 _ 1.00 — _ — 1.50 1.35 1.50 _ 1.38 1.75 1.50 • 1,25 • _ .. PWA i.00 — — - 1,25 mm — 1.00 1,00- 1.75 1.50 1.35 1.50 1.25- 1.75 1.38 1.75 1.50 - 1.25 1.25 1.50 1,50 1.75 1.30 1.50 AFL 1.00 - - ■mm 1.25 - " 1.25 1.30 1.75 1.50 1.35 1.50 1.63 1.75 i. 38 1.75 1.50 - 1.25 1.25 1.50 1.50 1.75 Wahkiakum WPA .48 • • 69 - .97 - — - .92 1.31 1.^2 1.02 1.23 1.23 1.08 1.02. 1.31 1.31 1.15 .97 1.23 1.31 1.31 1.23 P.N.S. ob 2 .63 — ma .75 — - .65 - .75- - 1.13 - 1,25 1,00- - 1.10 - 1.38 - — 1.13 - - - .85 1.13 Whatcom WPA .50 .66 _ 1.07 mm — mm .98 1.46 1.23 1.23 1.46 1.17 1.46 1.23 1,46 1.46 1.17 1.23 1.30 1.46 1.30 1.23 Bellingham ob 3 .90 f i.252 «» mm 1.00- i.602 1.38 i.382 i.502 —, 1.50 1.25 1.65 _ i.252 i.382 1.50 1.50 1.35 i.202 PWA .90 — ma 1.25 mm — 1.25 1.00- 1.60 1.38 1.35 1.50 1.50 1.50 1.25 1.65 1.50 - 1.38 1.50 1.50 1.50 1.35 1.25 AFL .90 — mm - 1.25 • mm 1,25 1.20 1.60 1.38 1.38 1.50 1.63 1.50 1.25 1.65 1.50 - 1.38 1.50 1.50 1.50 1.35 Whitman WPA .42 .47 a. .84 mm — .71 1.23 .97 1.02 1.02 .71 1.92 1.02 1.23 1.02 1.02 • 94 1.02 1.02 1.02 1.02 Lacrosse ob i .73 — mm mm .90 _ 1.20 • mm mm _ 1.00 _ _ .. _ Pullman ob 2 .73 mm 1.00 .75 _ 1.00 • mm .90- 1.50 1,25 1.68 1.25 — 1.50 1*25 1.68 1,40 am 1.00 1.25 _ _ _ 1.10 Yakima WPA .46 — .53 — .88 « - — .75 1. 17 1.00 1.17 1.05 .75 1.17 1.17 1.17 l.ll 1. 17 1.17 1.05 1,11 1.24 1.05 Yak|ma AFL .65 mm mm _ .90 • • mm — 1.50 1.00 1.25 1.25 1.50 1.50 i.25 1.50 1.25 • 1.20 1.10 1.25 1.50 Yakima (near) ob 4 .60 .80 .70 m ml .75- _ 1.20 1.20 1.25 _ •90 mb 1.20 mm .90 135. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations west vt^u.ia P—148 County and City or Town source UN¬ SKILLED intermediate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Barbour WPA .40 .50 .50 .50 .50 ,50 .50 ,50 .50 .80 .80 .80 .eo ,80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 P.M.S. DB 1 ,45 .60 *-> mm - - - - - 1.10 - l.tO 1,10 - 1.19 mm - — - — 1.10 .. berkeley WPA .40 .50 ,50 .50 .50 .50 .50 .50 .50 .60 ,80 ,80 .80 .80 ,80 «8C .eo .80 .80 .80 .80 .80 .80 .80 Martinsburg DB 3 ,40 mm ,88 _ — _ .50 _ I.CO 1,10 1.25 .. mm .86 mm a— 1.25 1.13 1.13 Mi •M Cabell WPA .45 .55 .55 .55 .55 ,55 .55 .55 .55 * .80 .80 .30 .80 .80 .80 *80 .80 frn tsr ,Rf) huntington DB 4 .50 - ,60- ,50- .75 ,50" .50 .70 1.50 t.co l.CO 1.13 1.13- 1,25 I.OC 1.25 U13Z I.382 l.CO 1.00 1.13 1.38 1.25 I.CO .85 1.38" PWA ,50 - mm - - ,75 ,55 1.50 1.00 1.25 1.13 1.38 1.25 l.CO 1.25 1.13 1.38 1.00 1.00 1.13 1.38 1.25 AFL .50 _ — mm .75 mm •m .75 1.50 1.00 i.t3 1.13 1.38 1.25 1.00 1.25 1.13 1.38 l.CO I. 00 1.13 1.38 1.25 C ,50 - mm .75 _ ! .50 1.00 1.25 1.13 1.38 1.25 l.CO 1.25 1.13 l.CO 1,00 1.13 1.38 1.50 greenbrier WPA .40 .50 .50 .50 .50 .50 .50 .50 .50 .80 ,80 ,80 .80 .80 .80 .80 .80 .80 ,80 .80 .80 .80 .80 .80 aluepson OB I .40 — .50- ,50 .40 .50 .50 .60 .50 1.25 .83 l.lO 1.00 1.00 1.00 ,88. i.25 i. 00 ,60 1.00 1 .to 1.00 1.25 1.25 .75 levi8burg DB 2 .40 _ .50- .50 .40 o in • — .50 1.25 ,88 1.10 1,00 1.00 l.CO .88 1.25 • .CO1 .60 1.00 i.00 1.00 1.25 M ■ .75 harrison WPA .45 .55 .55 .55 .55 .55 .55 .55 .55 .80 .80 .90 .80 .80 ,80 .80 .80 .80 ,80 .80 .80 .80 .80 .80 clark8burg PWA .50 m Mi .75 M. _ .75 .55 1.50 1.10 1.25 1.25 I.JO- 1.50 1.00 1.23 1.10 1.33 l.CO 1.00 1.38 1.50 1.25 / afl ,50 mm m .75 mm mm .75 1.50 i.1c 1.25 1.25 1.10 1.50 1.00 1.25 i.ic 1.38 l.CO 1.00 i.ic 1.38 r.so Kanawha WPA .45 .55 .55 .55 .55 .55 .55 .55- .55 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 Charleston PWA .50 - mm .. ,63 .75 .55- 1 fWV 1.13 i.ic 1.25 1.38 1.25 l.CO 1.38 1.25 1,38 m« 1.13 1.25 1.39 1.25 -65 afl .50 - - - ,63 mm •A .75 ,65 1.50 1,13 l .10 1.25 1.38 1.25 l.CO 1.38 1.25 1.38 i.l3 i .25 1 .38 1.25 C ,40 _ _ .. . mm _ _ 1.35 1,00 1,00 1.00 1,25 1,00 tm ... 1.10 South Charleston N .55 - _ _ _ mm mm — _ mm .06 1 .04 .98 mm i.CP WW lewis WPA .40 .50 .50 .50 .50 .50 .50 .50 .50 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 weston DB 2 .50 a* - .50 mm — — _ — 1.00 1.25 1.25 __ — 1.00 1.25 .. 1.13 — 136. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations WEST V IRQ INI A P—148 UN¬ SKILLED intermediate County and City or Town source laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over It tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoi st¬ ing lather; metal painter plas¬ terer plumb¬ er rein— forc¬ ing 8teel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Mar t on WPA .45 .55 .55 .55 .55 .55 .55 .55 .55. o 00 • ,eo .80 .80 .80 .90 ,80 ,eo •80 ,80 .80 .80 ,80 .80 .80 f4ipmont db ! .. - - - - - - - - i.ic m* - - - i.io 1.25 mm MS - - _ _ vann1ngt gtj db 5 .50 tm .70 .60 _ .60 — .75 .60 1.10 i.co i.ic 1,00 - - i.co i.io i.co .75 1. 00 i.io i.co I.IC 1 .10 Ml ron WPA ,-«0 .50 ,50 .50 .50 .50 .50 .50 .50 .80 ,80 ,80 .80 • 9g .80 .80 .80 .eo .90 .80 .80 .80 .80 .eo hoqrrtt nc 3 .45 .60 mm — - .55 1.50 i.io - i.ic - - - - - - - — _ point plfasant (near) db 3 .45 .60 _ .60 _ - - - 1 .50 1.10 1.25 1.10 - 1.25 1,00 1,25 1.10 mm 1.00 1.00 i.io mm mcn90c WPA .40 .50 .50 .50 ,50 .50 .50 .50 ,50 .80 .60 .80 .80 .80 .80 .80 ,80 .80 ,90 .80 .80 ,80 .80 ,80 ALPER6CN db 1 .50 .50 .40 .50 .50 ,00 .50 1.25 .86 i.io i.co 1.00 1,00 .88 1,25 1.00 .60 1,00 1.10 1,00 1.25 1,25 Chi 0 WPA .45 .55 .55 .55 .55 .55 .55 .55 .55- .so .80 .80 .80 ,80 .80 .80 .80 .80 .90 .80 .80 .80 ,80 .80 whffl1ng PWA _ . • - - - - ,60 1 *50 1.25 1.25 1.25 1.13- 1,50 1.13 1,25 u?5 1,38 - 1.00 1.25 1.38 1,33 1.38 AFL .60 a. WW - .60 tm - •• 1.50 1.25 1.25 1,25 1 .13- 1,50 1.13 1.25 1,25 1,38 - i.co 1.25 1.38 1.25 1.38 c .50 •M tm wm mm •m - — 1,50 1.25 1.25 1.25 - 1.s6 1.25 1.25 _ .70 1.00 1.25 1.38 1.25 pleasants WPA .40 ,50 .50 .50 ♦50 .50 .50 .50 .50 ,80 ,80 .80 .90 .80 .80 .80 .80 ,8g ,80 .80 ,80 ,90 .80 .80 ST. Marys db 1 _ - — - - - - - - - - - - - - .90 mm 1 .10 - - - u:c - - prf6t0n WPA .40 ,50 .50 .50 .50 ,50 .50 .50 .50 .80 ,80 ,30 ,90 ,80 .80 .80 .80 ,80 »0C .80 ,80 .80 .80 ,80 ^rthur[j)ale db 4 .45 - - .65 - mm - mm - - - ,p0 ,80 - mm - - - - .90 - - - PUTNAM V.PA .40 .50 .50 .50 .50 .50 .50 .50 .50 .80 .80 .60 .80 .80 ,90 ,80 .80 ,80 ,80 .90 ,90 .80 .80 .80 red hqv^e oe 4 .45 .. .60 — - - - - .55 - 1.00 - - - — - rnm - - MB - - - - Randolph WPA .40 .50 .50 .50 .50 .5c .50 .50 .50 .80 »r0 .80 .90 .80 .80 ,80 .90 .80 .80 .30 .80 .80 .80 .80 Elkims db 4 .40 - .70 .60 mm .55 .50 - .90 ,90 .90 mm •90 1,00 1.00 .55 — — .90 - - 1.25 Taylor WPA .40 .50 .50 .50 .50 .50 .50 .50 ,50 ,80 .80 ,80 .80 .90 ,80 ,80 ,90 ,80 .80 .80 .80 ,80 ,80 .80 grafton de i ,50 mm - .60 - mm tm M ,60 mm i.IO 1,10 — — i.IO — - — — — — - - Sk i lled 137. P—148 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations WEST VIRGIN!A un¬ skilled Intermediate County and City or Town source laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing 8teel worker roofer, compo¬ sition sheet metal worker stcam fitter struc¬ tural iron worker tile layer tyqart river db i .50 .70 ,60 .70 .60 .60 1.50 1.10 i.io 1.10 «. 1.10 1.25 i.io _ _ i, 10 1.10 „ 1.25 p.n.s. 06 1 .45 .60 .60 mm 1.10 m 1.10 i.io .. i.io mm _ 1.10 — wayne wpa .40 .50 .50 .50 .50 .50 .50 .50 .50 .80 .80 .80 .80 ,80 .80 .80 .80 .80 ,p0 .80 .90 - —.30 -.30 kcnova ob 3 .50 _ .60 .50- ,50 .50 *-» .70 1.50 1.00 1.25 1.13 — 1.25 1.00 1.25 1.13 1.38 i .00 1 .00 1.13 1,38 1.25 ,85 wood wpa .45 .55 .55 .55 .55 .55 .55 .55 .55 CD O .80 .80 .80 .80 .80 .80 .80 .80 .80 .RO .80 •80 .80 .80 PARXERSeURQ pwa ,60 —. ,60 mm .55 1.25 1.25 1.25 i.io 1,13- 1.25 .90 1.25 1 .10 1.38 .75 1.30 i.io 1.38 1.25 1.38 afl ,60 _ _ mm .60 _ mm mm mm 1.25 1.00 1.25 1 .10 1.13- 1-25 _ 1.25 l.io 1.38 _ 1.00 1.10 i.3r 1.25 1.38 / Sk i lled J 138. HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 19^8 Selected Occupations wi3consin P—148 County and City or Town 80urce un- KILLED IntERMED iate Sk i lled laborer cement f1n1sh- er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing latmer, metal painter plas¬ terer plumb¬ er rein— roro— ing 8teel worker ioofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer a8hlano wpa^/ .40 - ,45— - .47 - - — ,45- .75 .65 .65 ,65 ! .CO .65 ,65 .65 ,65 .65 ,47 .65 .65 .65 .75 .52 .65 Odanah DB 3 .45 .50 .60 mm .50 .50 .60 .55 1,00 .75 ,60 .75 mm .75 .75 1.00 .90 ,75 .75 1.00 .90 1.13 I.00 bayfielo spa .40 — ,45- _ .47 mm mrn •45— .75 .65 .65 .65 1.00 .65 .65 .65 .65 .65 .47 .65 .65 .66 .75 .52 .65 P.N.3, DB 2 .45 ** .50 mm .50 - mm .60 Ml 1.00 .75 .60 .75 WWW .75 .75 I.CO .90 .75 1.00 .90 1.00 . brown grcen6ay spa .55 ~ l.oc - ,66 mm ,55- 1.25 1,00 • 80 .86 i.i! .88 .80 1.25 1.00 ,80 .70 .86 i .00 1.00 1.00 .76 pwa .65 to* _ _ .70 - mm .75 .65 1.25 i.CO 1 .25 1.00 1 .! i- l.?5 .90 1.25 1.20 1.25 .75 .<35 1 .20 ! .38 t t?5 !„?5 AFL .65 M — - .70 - mm • 75 .. f .25 1,00 1.25 1.00 2 • 00-» 1.25 1.25 1.20 1.25 1.20 1.33 1.25 1,25 buffalo wpa .40 — .45- - .47 mm - •45— .75 .65 .65 .65 1.00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .75 ,52 .65 Fountain city DB 2 ,50 .60 - - - mm — — 1,00 .85 t.GO .90 • mm 1.00 1 .00 f.n.s. DB 2 .50 mm _ — _ mm am .55 mm 1.00 .85 .90- .90 mm 1.00 «a»> i l.oo' Chippewa Chippfwa Falls wpa .48 Ma ,54- - .54 - - - .50 .38 .70 .70 .70 t.00 .70 .70 .70 .70 .70 .54 .70 .70 .70 .88 .60 OB 4 .40 - — _ .50 - mm .60 1.25 .75 mm am .75 1.25 •mm / columbia wfa^/ ,40 - .45- — .47 - - m. .45- .75 .65 .65 .65 I.OC .65 ,65 .65 ,65 .65 .47 .65 .65 .65 .75 .52 .65 Columbus DB 2 .55 — .75 - - — mm am .80 1.00 ,e5 .80 I.00 1.00 .75 ! .00 1.00 1.05 .80 .95 1.05 1.00 Crawforo WPA o • mm .45- .47 _ mm .45— .75 .65 .65 .65 1 .00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .75 .5? .65 P.M.S. DB 3 .50 _ .70 _ .65 1 .20 1.00 .85 1.20 .<50 1.10 .<50 i .00 .88 t T?0 t t?n dane f.'aol son WPA .6! - .60- - .75 — — M 4 65— 1.38 i.i! 1.03 1.80 I .CO 1.22 1.03 1.26 1.26 1.24 .51 i.i! 1.26 1.38 1.00 .71 .90 PWA ,65 - - - - — — .65 .80 1.39 1 .10 1.00 1.30 1.30 1.00 1.25 1.30 1.15 .90 1 .10 1 .30 1.25 1.38 1.25 AFL ,65 mm - mm .80 - - .65 - 1.38 l.io i.CO 1.30 1,00- 1.30 l.!0 1.25 1.30 1.25 1. 10 1.10 1.30 1.38 i.3? 1.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations p—148 County and City or Town source un¬ skilled INTERMEDIATE SK ILLED laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over it tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker 8tcam fitter struc¬ tural iron worker tile layer MAO I SON (continued) c .55 - - - .90 - - - - i .30 1.10 1,00 1.30 - 1,20 1.00 1.25 1.25 - .90 1.10 1.25 - 1.00 DOOR sturqeon bay wpa .48 - .54- - .54 - - - .50- .81 .72 .72 .72 1.00 .72 .72 .72 .72 .72 .5^ .7? .72 .72 .81 .60 .79 D6 1 .40 __ .. _ _ mm -45 a— .55 .75 -55 -70 ,70 ,55 WASHINGTON I8LAN0 db 3 .40 MS — .60 .60 .70 1.25 .75 .75 .75 1.00 .80 .75 .80 .60 —p .75 .80 i, 38 DOUGLAS SUPERIOR wpa ,60 — .75 — _ • .65- 1.25 1.15 1.00 i.CO 1.00 1.00 1-00 1.25 1.00 1.25 1-00 1,00 1,00 1,50 i ,l l .90 pwa .65 - .. - - _ - .80 .70- 1.25 i.00 i.OC 1.25 1.25 1.25 i.bo 1.25 T,?5 f ,75 ,ro l,ift 1 I ,5ft 1.75 .90 api tfi5 mm mm 1.00 e- t80 1.75 1 ,15 1,00 1,75 1,75 1.25 1. 00 5.25 1.25 1.50 1.10 1.25 1.50 1-25 Eau Claire Eau Claire wpa .55 _ ,63- .63 mm mm .55- i.CO .74 .74 .90 1.00 .74 .74 1.00 1.00 .74 .63 .74 1.00 .74 i.00 .70 -76 pwa mm —— _ _ _ ' _ mm .85 _ .75 _ .85 1.25 1.00 1.50 _ .85 1.00 grant wpa .40 — ,45- _ .47 mm — .45— .75 .65 .65 .65 1.00 .65 .65 .65 -65 -47 .65 ,65 ,65 ,75 .52 .65 Lancaster db 2 .55 — .60 - mm — .70 1.25 .75 1.00 .75 — 1.25 .90 1.38 .80 1.00 .75 1.25 .80 1.38 1.25 Jackson wpa ,AO — .45- — .47 — — MS .45- .75 .65 .65 .65 1.00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .65 .52 .65 black river Falls db 3 .40 ,60 ,60 .60 •60 •60 • 80 .60 1.25 .80 .85 .85 — 1.00 .80 1.00 1.00 1.00 i. 00 1.00 1.00 1.15 i .id KENOSHA kenosha wpa .75 - .82 — - - - - 1.00 1.50 1.30 1.25 1.38 1.50 1.25 1,25 1.50 1.38 .80 - 1.00 1.38 1.25 1.25 pwa .85 tm - .85 mm mm .85 1.00 1.50 1.30 1.25 1.38 1.25 1.25 1.25 1.50 1.38 .95 1,10 1.13 1.38 1.38 1.15 Lacrosse Lacrosse wpa .55 - ,63— _ .75 mm • - ,60- t .25 1.00 1.00 i.00 1.00 .90 .90 1.11 1.21 1.00 .66 .90 1.21 1.00 1.25 .70 .76 DB 1 .55 .80 - .eo mm - - .60 1.25 1.00 .85 1,00 1,00- .85 1,00 5.25 •o 1.15 i.CO 1.00 mm 1.25 mm 1-25" PWA ,63 —* - m .80 - mm .60 1.25 1.00 .90 1.00 1.13- »- 1.00 1.25 1.20 1,15 mm 1,00 1.20 1.25 .80 1.25 AFL .63 _ .. mm .80 — mm - _ 1.25 1,00 .90 1.00 1.00 1.25 1.20 — mm i.00 1.20 1.00 1.20 139. wi9p9n81n J 140 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Wisconsin p—148 County and City or Town source un- >KtLLEO Intermediate SK illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal worker helper tile layer helper truck driver (over 1* tun8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Manitowoc wpa •55 - 1,00 - .66 mm - mm .55- 1.25 1.00 .80 .86 l.ll .88 .80 1.25 1.00 .80 .70 .e6 i.CO 1.00 1.00 .76 Manitowoc AfL .65 — - - .70 - mm ♦eo 1.25 - 1.25 - 1.15- - - 1,25 - - - _ •» 1.38 1.50 1.35 MARATHON wausau wpa .50 - ,50 - .55 <*• m. .55- .86 .74 .74 .70 1.00 .74 .65 .86 .86 .74 .55 .74 .86 .63 .74 .76 ob 2 .55 _ - mm mm .. mm mm mm .75 1.50 _ _ Marinette Marinette wpa .50 _ .54- _ .54 „, ma .50- 1.00 .81 .81 .72 1.00 „ei .72 1.00 .Pi .81 .54 .7? »*? .Rl .60 .70 OB 2 .45 _ .60 .50 .55 am .*5 .80 .80 .75 1.25 .75 i.00 milwaukee *pa .86 - .88 - ,96 - - - .86- 1.45 1.2c 1.30 1.30 1.35 1.38 1.(3 i .38 1.35 1 .25 1 .00 1,20 1 *36 1.38 It3fi 1.25 Greendale db 4 .85 - - *95 — - - ,85 1.45 1.20 1.30 1.30 - I .38 1,13 1.38 1.33 1.25 1.00 1.20 1.35 1.38 Milwaukee ob 3 .85 — hft ,80 .95 ma .85 1.45 1.20 1.30 1.30 1.35 1.38 1.13 1.30 1.33 1.25 — 1.20 1.35 1.38 — pwa .85 — 9m - .95 mm — .90 ,70- 1.45 1.20 1.30 1.30 1.35- l -3r • T'3 11 aa 1.35 1.25 1 ,00 1,20 1 ,35 1 ,38 \ 1.25 1.50 AFL .85 M mm - .95 mm - .90 _ 1.45 1,20 1.30 1.30 1.35- 1.38 1.13 1.38 1.35 1.25 1,00 1.20 1.35 1.38 1.38 1.65 C .85 M mm - .95 mm - * - 1.45 i ,00— 1.30 1.30 1.35- 1.33 1.13- 1.38 1.35 — I.CO 1.20 1.35 1.38 1.38 1.20 1.65 1.38 Outagamie Apple ton wpa •55 - 1 ,00 - ,66 « - - .55- 1 ,25 1.00 .80 .86 l.ll .88 .80 1.25 1.00 ,80 .70 .86 1.00 1.00 1.00 .76 pwa .65 •mm <*• .65 • ,80 • .55- 1.25 1.00 1.25 .90 s.13- 1.25 .85 1.25 1.00 1.25 .90 .90 1.00 1.38 1.25 .85 i.3a AEL .65 - - - .65 mm ma .80 .'85 1.25 1.00 1.25 .90 1.25 .85 1,25 l.no 1.25 ,90 .90 1.00 1.38 1.25 portage Stevens Point wpa .50 _ .53- - ,54 mm — - .50— 1.00 .85 .es .72 i .00 .85 .72 1.05 .85 .85 .54 .72 .85 .85 .85 .60 .70 pwa ,60 - - .65 - - - 1.25 1.00 - .75 1.13- mm .75 1.25 1.25 _ *• _ 1.25 mm 1.25 Racine Racine wpa .75 - 1.00 mm • - - aa .86 1.50 1.30 1.20 1.25 1.13 1.25 1,20 1.50 1.25 1 -20 - 1.20 1.25 lf20 lr25 141. p—148 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1928 Selected Occupations WISCONSIN County and City or Town source UN¬ SKILLED intermed1 ate Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor ELEO- TRICIAN HELPER HOO CARRIER plumber helper SHEET METAL WORKER HELPER tile layer helper truck driver (over 1* t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather; metal painter plas¬ terer plumb¬ er rein— forc¬ ing steel worker loorcr, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer racine (continued) OB 3 .90 - - - - - - — - 1.50 • u) O 1.50 1.28 1,25- 1,38 1,20 1,50 1.40 1,25 - - 1.40 1.36 MB 1.50 PWA .SO mm mm _ 1.00 1.00 1.50 1.28 1.50 1.28 1.25- 1.38 1,20 1.50 1.40 1.25 1,00 1.25 1.40 1.38 1.50 1 .50 afl .95 m 9* 1.00 mm 1.00 1.00 1.50 1.30 1.50 1.25 1.25- 1.38 1.20 1.50 1.40 1.25 1.00 1.25 1.40 1.38 1.50 1.50 rock janesville WPA .55 mm .60- mm .60 am — •* ,55- 1.00 .90 .80 i .00 I.CO .90 .90 1.00 1.00 .20 .63 .76 1.00 .90 1.00 j 67 ——— - r- ,7fi DB 3 .60 m* »+ •* ma .75 _ 1.00 1.00 1.25 - _ .90 — _ am •• .. _ 1.38 MS Shawano WPA .40 mm #45— mm .47 mm • 45— .75 .65 ,6V .65 1.00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .75 .52 .65 Keshena DS 3 .40 .75 .60 — .60 • 65 ,80 ,50 1.25 1.00 1.00 1,00 1.00 1.25 1.00 1.25 1,25 1, 00 1,00 .85 1.25 1.15 1.25 SHEROYC5AN sheboygan spa .65 ma .70 mm ,66 .. — _ .66— t .25 .95 .95 I.00 t.n 1.00 .90 1.25 1.10 .86 .70 .86 1.10 1.25 1.21 .76 OB 2 .65 mm tm m. .75 _ .. 1 -25 .90 .65 1,20 1.00 1.25 .90 1.25 1,10 .75 .95 i.ic 1.20 S* PWA .65 mm .75 .85 .75 1.25 .95 1.25 .95 1.00- 1.25 1.00 1.25 1.13 1.25 1.00 .C5 1.13 1.38 1.25 1.25 Af"L .65 am .75 m. •a .85 1.25 ,95 1.25 _ 1,00— 1.25 1,00 U25 1.13 1.10 1.00 .20 U!3 1.38 1,25 1.25 trempealeau WPA .40 - IM .47 - - - .45— .75 .65 .65 .65 1.00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .75 n "j .65 / P.N.S. OB 2 .50 - • mm MS mm • _ .55 mm 1.00 .85 .90- — .90 - 1.00 mm - • mm - - 1.00* vernon WPA .40 a— ,45— .47 mm mm .45- .75 .65 .65 .65 1.00 .65 .65 .651 .65 ,65 .47 .65 .65 .65 .75 .52 .65 rtFmna DR ? ,sn .60 mm am m __ .65 ia[ 1.00 a- __ u mm .90 mm MB p.n.r- DB 1 .55 — m. — mm .20- — •m .90- m 1.00 1.00 vilas WPA .40 m *45- mm .47 ' - — • .45- .75 .65 .65 .65 I.CO mm .65 .65 .65 .65 .47 .65 .65 .65 .75 .52 .65 lae nti Flaurfau OB 1 .45 — mm .50 •50 mm .80 .60 t.00 .75 .70 .70 1.00 .75 .65 1.00 1.00 .75 .60 .65 1.00 1.38 t.25 HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Wisconsin P—148 County and City or Town source UN¬ SKILLED Intermediate Skilled laborer cement finish¬ er helper cow- crete mixer opera¬ tor elec¬ trician helper hod carrier plumber helper sheet metal worker helper tile layer helper truck driver (over t0n8) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal PA INTER plas¬ terer plumb¬ er rein— forc¬ ing steel worker ioofer, compo¬ sition sheet metal worker steam titter struc¬ tural iron worker tile layer walworth Lake Geneva WPA •55 - .60- - .60 — - - .50- t.tO 1.00 1 .00 .00 1.00 1 .CO ,90 I.IO 1,00 1.00 .60 1.00 1.00 1.10 1.10 .64 .70 ne a .60 — .65 _ _ .75- 1.25 1.00 1.00 1.25 tm 1.00 .90 1.25 1.13 1.25 l.CO 1.00 1.13 1.38 1.25 .85 ■ASHINOTOU wpa •40 — .45— _ .47 _ — _ ,45— .75 .65 .65 .65 1,00 .65 .65 .65 .65 .65 .47 .65 .65 .65 .75 .52 .65 *«T RMiO ne 4 .65 mm .75 .75 .75 _ .75 1.25 1,20 1.00 -m .. 1,00 1.25 1.35 •• Nl 1.20 1.35 waukesha Waukesha wpa .55 — .70- .. .63 .. _ — .55- 1.25 .86 .86 .88 l.tl .80 •eo 1.00 .88 .85 .63 .85 .88 1.00 1.00 .79 .76 pwa .80 — .85 - _ — .75- 1.00 t.00 1.25 1.33 1,25- 1.00 1.00 1,38 1.25 _ mm 1.38 i.3e 1.00 1.38 waupaca wpa .40 4* .45— WW .47 _ .45- .75 .65 .65 .65 1.00 .65 .65 .65 ,65 .65 .47 .65 .65 .65 .75 .52 .65 haupaca DB 3 .50 mm .60 - - • - - - .55 1.25 .80 1.25 .90 _ 1.25 .80 1.25 1.00 1.25 .85 .85 1.00 (.10 1.25 winnebago oshkosh wpa .60 ww I.00 mm ,66 - - - ,55. «,25 I.CC • no o ,86 I.II ,88 ,80 1,25 uoo .80 .70 .86 1.00 1,00 1.00 .76 DB 2 .55 «* - mm - - - - •-CO 1.25 .. .80 1.25 •» — f.25 -w pwa .55 mm — - .65 - - ,65 ,60 1.25 t.00 .85 .90 t .38 1.25 .85 1.25 1.00 1.25 1.15 .85 1.00 1.38 AFL .60 - - - .65 - - .65 - 1.25 1,00 - - 1.25- 1.25 1.25 uoo 1.25 l.ts mm 1.00 1,38 1.25 1,38 r .60 _ _ _ mm _ _ t.co .85 a. .85 1.25 1.00 ,85 .85 1.00 1.25 1.25 a/ Except Ashland city b/ Except portage city i HOURLY WAGE RATES FOR WPA AND cOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, I9?8 Selected Occupations Wyoming P—148 County and City or Town source un¬ skilled 1 ntermed1 ate sk 1 lled laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hod carrier 'lumber helper sheet metal WORKER helper tile layer helper truck driver (over l± tons) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather metal painter plas¬ terer plumb¬ er rein— roRo- 1 no steel worker ioofer, compo¬ sition sheet metal worker steam ritter STRUC¬ tural iron tile worker layer big Horn WPA »42 mm .58 .48 .48 .48 .48 .48 .58 .58 .58 .58 -58 -58 .58 .58 .58 .58 .58 .58 ,58 .58 ,58 qrey Bull 09 2 .55 .75 ,65 .65 .65 .65 .75 1,50 1.25 1.25 1.00 1 .50 i rl3 1 ,50 1 ,47 1 , 1 7 i co 1.43 1.25 1.50 Shell (near) db 2 .55 - .65 _ .. mm .65 WW* I.tO .80 1 -10 1.10 i,75 _ converge WPA .42 ■NS .58 .40 .48 .48 .48 .58 .58 .58 .58 .58 t5r ,58 ,5r ,5r ,58 •*6 4 *8 ,58 douglas OB 3 .50 mm .75 •O) -» .63 1.50 .88- 1.25 1.00 1 ,00 i„nn 1 1.13 1.25 crook WPA .42 - ,58 ,48 .48 .48 .48 - .48 .58 .58 .58 .58 .58 ,58 .58 ,5e ,56 .58 .58 .58 ,58 .58 .58 devils toner DB 3 .45 •50 mm r| mm ' .55 .75 Fremont WPA .42 .58 .48 .48 .48 .48 m .48 .58 .58 .59 .58 r5r .58 ,58 ,58 ,^8 ,58 i*8 ,58 .58 ,58 Lander DB 3 .50 — .75 — mm mm .70 1 .50 i.l3 1,25 1.20 mm 1.25 1.13 1.50 1.25 mm — M| Riverton (near) OB 3 .50 — .75 _ mm _ mm .75- mm 1.20 1.2c _ mm — _ „ _ .90 mm m. ,90 Goshen WPA .42 .58 .43 .48 .48 .48 •WW .48 .58 .58 .58 .58 .58 .58 .58 .,38 .58 - 5P. ,5ft r5ft P.N.S. DB 3 .50 mm .65 mm — .75. 1.20 1.20 ■Mr mm _ .90 johnson WPA .42 mm ,58 .48 .48 .48 .48 - ,4e .58 .50 .58 ,58 .58 ,58 .58 .58 .58 .58 .58 .58 .58 .58 .58 Buffalo OB 3 .50 _ .75 mm .60 — — — .55- 1,38 1.13 1,09 _ - . — - mm - - _ • - - .65 Sussex DB 3 .50 mm .75 M ,60 _ _ *• .55- l.3e 1.13 1.00 _ •4 _ ,rn _ _ — — .65 Laramie wpa .42 9* .62 .48 .48 ,48 .48 . .48 .62 ,62 ,62 .62 ,62 .62 .62 •62 .62 .62 .62 ,62 .62 .6? t,62 Cheyenne ob 3 *+ M .90 mm .90 _ .75 1.50 1.13 _ M mm mm 1.13 1,25 PWA .55 w Ml mm ,90 _ — .30 ,63 i.3e i, t 3 i,co 1.20 1.25- 1.38 1.13 1.50 1.20 tm 1.00 1.25 . 1.20 1.13 1.38 1,39 AFL .55 — - - ,90 mm - .80 ,75 1.38 i.t3 1,25 1,20 1 «g0 1.50 1,13 i.5c 1.25 mm 1.13 1.25 1.25 1.38 C .55 1.5^ 1 .17 ! ,75 1,20 • ,75— i,»3 1 ,50 f ,75 |,1r 1 1.2s 1,36 1.38 Fort warren OB 3 .55 m .90 mm .§0 .65 .75 .80 .75 1.50 1.13 t.25 1.20 1.00 1.50 1.13 1.50 1.25 1.00 1.13 1.25 1.25 1.25 1.38 Lincoln WPA .42 m .55 .48 .43 .48 .48 - .48 .58 .58 .58 .58 .58 .58 .58 .58 .58 .53 .58 .53 .58 .58 .58 P.N.S. ob 2 .55 .65 _ .65 1.10 _ .80 1.10 _ 1.10 1.25 natrona WPA .42 mm .62 .48 .48 .48 .48 mm ,48 .62 .62 .62 .62 .62 .62 .6? .62 .62 .62 .52 .62 ,52 .62 .62 Casper 03 2 .30- _ .75 1.00 mm mm .70 1.50 1.13 1.25 1.20 _ 1.25 1.13 1.50 ♦M 1.25 1,00 1.25 _ 1.38 «• .63 144, HOURLY WAGE RATES FOR WPA AND FOR PRIVATE AND OTHER PUBLIC CONSTRUCTION, 1958 Selected Occupations Wyoming p—148 County and City or Town source UN¬ SKILLED INTERMEDIATE Sk illed laborer cement finish¬ er helper con¬ crete mixer opera¬ tor elec¬ trician helper hoo carrier plumber helper sheet metal WORKER helper tile layer helper truck driver (over t0n8 ) brick¬ layer carpen¬ ter cement fin¬ isher elec¬ trician engi¬ neer, hoist¬ ing lather, metal painter plas¬ terer plumb¬ er rein¬ forc¬ ing steel worker roofer, compo¬ sition sheet metal worker steam fitter struc¬ tural iron worker tile layer Casper (continued) pwa - - - - 1.00 - - 1.90 - 1.33 1.13 1.25 1,00 • 1.25 1,13 1.50 1,20 - - 1.25 1,20 {.5? hi qwest OB 3 .50 «» .75 — 1.00 mm - .70 i.3S 1,13 1.25 1.20 - 1,25 1.13 _ • _ _ 1.25 m 1.3ft park wpa .42 _ .53 .48 .48 .46 .40 .48 .58 .58 .58 .58 .58 .58 .58 .53 .53 .58 «5fi -5ft ,5ft ,58 •58 Cody os a .63 — .65 ■ 75' 1.20 1 .20 mm .90 i 0?p .90 platte WPA .42 mm .58 .48 .48 • cd .48 Ml .48 .53 .58 .58 .58 ..58 .58 .58 .58 .58 .53 .58 .58 .5ft ,58 Wheatland 06 3 in in • mm .90 mm .90 mm •• .75 1.50 1.13 1.25 i. 00 «• mm " Shfridan wpa .42 _ .62 .48 .48 .48 .48 .48 .62 .6? .62 .62 .62 .62 .62 .62 .62 .62 .62 .62 ,62 ,62 .6? Sheridan OB 3 o50— mm .75 m .75 •m mm .75 1.38 1.13 1.00 I.13 1.13 i. f 3 1,50 «• 1,25 1,1 3 1 .00 1*25 ,60 • teton WPA .42 „ .58 .48 .48 .48 .48 .48 .58 .58 .58 .58 .58 .58 .56 .58 .58 .58 .58 .58 .5ft .58 •58 P.M.S. OB 2 .55 .65 m* .65 — 1.10 mm .80 ■mm 1.10 — 1.10 mm 1.25