| Year |
County |
Location |
Type of Improvement |
Project Number |
Contractor |
Length |
| 1919 |
Oklahoma |
In OKC AT & SF Railway E. on 23rd St. past State Capito |
Water bound Macadam Surface Macadam Base Topeka Asphalt Surface |
FA 3 |
Western Paving Co. M. A. Swatek |
0.189 0.500 |
| 1921 | Ottawa | Afton S. to Delaware Co. Line | Grade & Drain, Gravel Surface | FA 34 | Allhands Davis | 2.365 |
| 1922 | Ottawa | Miami to Afton | Grade & Drain, Concrete Base Rock Asphalt Surface | FA 8* | Western Paving Co. | 15.469 |
| 1922 | Tulsa | Tulsa to Catoosa | Grade & Drain, Concrete Paving | FA 12E | Tibbetts Pleasant and Dan A. Burton | 7.825 |
| 1922 | Tulsa | Tulsa SW | Grade & Drain, PC Concrete Paving | FA 86 | Standard Paving Co. | 3.492 |
| 1923 | Oklahoma | OKC W. | Grade & Drain, PC Concrete Paving | FA 60A | Green Construction Co. | 5.032 |
| 1923 | Oklahoma | 5 Mi. S. of OKC W. | Grade & Drain, PC Concrete Paving | FA 60B | Green Construction Co. | 1.516 |
| 1923 | Oklahoma | 7 mi. W. of OKC W. | Grade & Drain, | FA 60D | Green Construction Co. | 0.404 |
| 1923 | Rogers | Claremore SW | Grade & Drain, Gravel Surface | FA 43B | Gould Turner | 4.196 |
| 1923 | Rogers | Claremore SW | Grade & Drain, Gravel Surface | SA FA 43B | Salina Rd. Surf. | 4.298 |
| 1924 | Beckham | Bridge over N. Fork Red River | Bridge Timber Trestle. | FA 160A | Mann Co. | 0.568 |
| 1924 | Creek | Tulsa Co. line S. toward Sapulpa | Grade & Drain, PC Concrete Paving | FA 93A | Highway Construction Co. | 3.030 |
| 1924 | Creek | 1 Mi. N. Bristow N. | Grade & Drain, PC Concrete Paving | FA 88 | General Construction | 1.630 |
| 1924 | Creek | Sapulpa N. to Sec. A | Grade & Drain, PC Concrete Pavement | FA 93B | Davis Craig | 1.985 |
| 1924 | Creek | Ext. FAP 93 BS Sapulpa | Grade & Drain, PC Concrete Pavement | SAP 5 | USF & G Co. | 0.480 |
| 1924 | Creek | Bristow N. except FA 88 | Grade & Drain, PC Concrete Pavement | FA 128A | J. J. Harrison | 2.650 |
| 1924 | Ottawa | Miami N. to Commerce | Grade & Drain, Gravel Base Topeka Surface Bridge Concrete Box Culvert Bridge Ext. Concrete Arc | FA 105A | General Construction Co. | 3.634 |
| 1924 | Ottawa | Approach to Neosho River Bridge | Gravel Base Topeka Asphalt Surface | SAP 1 | General Construction Co. | 0.167 |
| 1925 | Creek | In Sapulpa on W. Dewey Ave | P.C. Concrete Pavement | SAP 151 | Gallamore Construction Co. | 0.520 |
| 1925 | Creek | Sapulpa W. on Secs. B and C | Bridge Reconstruction Steel Pony Truss Bridge Steel Pony Truss | FA 158F | Tom Collins | 0.020 0.012 |
| 1925 | Creek | Sapulpa W. | Grade & Drain, PC Concrete Paving | FA 158D | J. Gallamore Construction Co. J. J. Harrison | 4.960 |
| 1925 | Creek | 9 Mi. SW Sapulpa SW | Grade & Drain, PC Concrete Pavement | FA 158B | Std. Paving Company | 4.898 |
| 1925 | Lincoln | Stroud to Davenport | Grade | SAP 132 | State Forces | 8.000 |
| 1925 | Oklahoma | At N. Canadian River W. of OKC | Bridge Steel Thru Truss, Pony Trusses | FA 60C | General Construction Co. | 0.060 |
| 1925 | Ottawa | Afton SW to Delaware Co. | Grade & Drain, Gravel Surface | SAP 25 | Altman Rogers Co. | 2.508 |
| 1925 | Rogers | 1.9 Mi. NE Catoosa to Verdigris River | Grade & Drain | SA FA 183A | Hamilton Construction Co. | 0.457 |
| 1925 | Rogers | Verdigris River NE | Grade & Drain | SA FA 183B | Maney Bros. and Harrison | 0.432 |
| 1925 | Rogers | Tulsa Co. Line NE | Grade & Drain Bridge Concrete Box Culvert | FA 183A | Hamilton Construction Co. | 3.859 |
| 1925 | Rogers | Bridge on FA 183A | Bridge Steel Thru Truss | FA 183C | Green Beekman | 0.018 |
| 1925 | Rogers | 4 Mi. NE Tulsa County line NE | Grade & Drain, Bridges Concrete Deck Girder | FA 183B | Maney Bros. and Harrison | 4.484 |
| 1926 | Blaine | Geary S. | Grade & Drain, T.B.S.C. | SAP 29A | T. C. Ottinger | 2.997 |
| 1926 | Blaine | In Geary | Grade & Drain, T.B.S.C. | SAP 29B | T. C. Ottinger | 0.945 |
| 1926 | Canadian | Bridge on FA 163B | Bridge I Beam | FA 163C | Okla. Stone Setting Co. | 0.008 |
| 1926 | Canadian | Yukon E. | Grade & Drain, PC Concrete Paving | FA 163B | Flynn Construction Co. | 2.807 |
| 1926 | Canadian | Through Yukon | Grade & Drain, PC Concrete Paving | SAP 306 | Connelly Bros. | 0.991 |
| 1926 | Craig | At White Oak Cr. SW of Vinita | Bridge I Beam | SAP 254E | O. M. Drake | 0.008 |
| 1926 | Craig | 4.5 Mi. E. of Vinita E. to Delaware Co | Grade & Drain | SAP 267D | O. M. Drake | 3.999 |
| 1926 | Craig | Vinita E. | Grade & Drain | SAP 267B | O. M. Drake | 4.607 |
| 1926 | Craig | Rogers Co. line NE | Grade & Drain | FA 185C | J. C. Field | 8.109 |
| 1926 | Craig | Within SAP 267BD | Bridge Steel Pony Truss and I Beams | SA FA 149C | Pittsburg Des Moines Steel Co. | 0.029 |
| 1926 | Craig | Vinita SW | Grade & Drain | FA 185D | J. C. Field | 3.176 |
| 1926 | Creek | SL & SF R.R. W. Sapulpa | Underpass I Beam | SAP 102 | SL & SF R.R. Co. | NA |
| 1926 | Creek | 14 Mi. SW of Sapulpa SW | Grade & Drain, PC Concrete Paving. | FA 158A | Maney Bros. and Sam Ward Paving Co | 4.976 |
| 1926 | Creek | 5 Mi. SW of Sapulpa SW | Grade & Drain, PC Concrete Paving | FA 158C | Standard Paving Co. | 4.216 |
| 1926 | Custer | Clinton E. | Grade & Drain | SAP 145A | Rice Patterson | 1.488 |
| 1926 | Custer | Washita River E. of Clinton | Bridge Steel Pony Truss and Timber Trestles | SAP 145B | Kansas City Bridge Co. | 0.082 |
| 1926 | Oklahoma | Canadian Co. E. | PC Concrete Pavement | SAP 321A | Flynn Construction Company | 0.337 |
| 1926 | Rogers | Chelsea NE to Craig Co. line | Grade & Drain | FA 185A | Green Construction Co. | 5.660 |
| 1926 | Rogers | 4 Mi. NE Tulsa Co. line NE | PC Concrete Pavement | FA 183B | Maxwell Mead | 4.547 |
| 1926 | Rogers | Pryor Creek E. of Chelsea | Bridge Steel Thru. Truss | SAP 257 | E. G. Fike & Son | 0.230 |
| 1926 | Rogers | Cat Creek SW of Claremore | Bridge Concrete Girder | SAP 153 | Hamilton Construction Co. | 0.008 |
| 1926 | Rogers | Claremore NE | Grade & Drain | SA FA 184B | Hamilton Construction Co. | 5.024 |
| 1926 | Rogers | 5 Mi. NE Claremore NE | Grade & Drain | SA FA 184C | Hamilton Construction Co. | 4.500 |
| 1926 | Rogers | 9.5 Mi. NE Claremore NE | Grade & Drain | SA FA 184D | Hamilton Construction Co. | 4.229 |
| 1926 | Rogers | 13.7 Mi. NE Claremore to Chelsea | Grade & Drain | SA FA 184E | Hamilton Construction Co. | 3.800 |
| 1926 | Rogers | Within SAP 184E | Bridge I Beam | SA FA 184F | E. G. Fike Co. | 0.006 |
| 1926 | Rogers | Verdigris River NE | PC Concrete Paving | SA FA 183B | Maxwell Mead | 0.432 |
| 1927 | Beckham | Elk City SW | Grade & Drain Bridge Concrete Box Culvert | FA 212B | Mann Co. | 7.904 0.004 |
| 1927 | Beckham | 8 Mi. SW Elk City SW | Grade & Drain Bridge Concrete Box Culvert | FA 212C | T. C. Ottinger | 6.560 0.004 |
| 1927 | Beckham | Bridges on FA 212 | Bridges Steel Pony Truss Bridge I Beam | FA 212D B and C | Nims and Frost | 0.047 0.032 |
| 1927 | Beckham | S. Approach at N. Fork of Red River | Grade & Drain | SAP 377 | D. K. Phipps | 0.114 |
| 1927 | Beckham | 3rd St. in Elk City | Grade & Drain | SA FA 212A | Mann Co. | 0.504 |
| 1927 | Caddo | W. of Bridgeport | Grade & Drain | SAP 440 | State Forces | NA |
| 1927 | Canadian | Within SAP 321A | Bridge I Beam | SAP 321B | Woodward Construction | 0.047 |
| 1927 | Canadian | Russell St. in El Reno | Grade & Drain | SA FA 164A | Patterson and Patterson | 0.435 |
| 1927 | Canadian | El Reno W. | Grade & Drain | SA FA 164B | Patterson and Patterson | 1.280 |
| 1927 | Canadian | Within SA FA 164B | Bridge I Beam | SA FA 164C | Herman Merveldt | 0.008 |
| 1927 | Creek | Within FA 126A B Roadway |
Steel Pony Truss I Beams Bridges Concrete Box Culvert
|
SA FA 136D
|
Altman Rogers |
0.024 0.009 |
| 1927 | Oklahoma | Jct. US 77 E. of Edmond E. | Concrete Base Brick Surface | SA FA 137H | Ward Beekman Brooks | 2.988 |
| 1927 | Creek | Bridges on Sec. A B | Bridge Steel Pony Truss and I Beams Bridges I Beams Bridge Steel Thru Truss
and I Beam Bridges Extd. Concrete Box Culvert | FA 136D | Altman Rogers | 0.015 0.005 0.018 |
| 1927 | Custer | Between C. and OW. R.R. and SL and SF R.R. | Grade & Drain | SAP 509 | Grant Kerr | 2.100 |
| 1927 | Lincoln | SL and SF R.R. E. of Chandler | Grade | SAP 426 | Taylor Younger | 0.271 |
| 1927 | Lincoln | N. Edge Chandler | Overpass I Beam | SAP 483 | SL SF R.R. | 0.034 |
| 1927 | Rogers | Claremore to Chelsea | Gravel Surface | SAP 424 | NA | 12.535 |
| 1927 | Rogers | Through Catoosa | Macadam Surface | SAP 320 | Standard Paving Co. | 0.532 |
| 1927 | Rogers | Tulsa Co. line NE | PC Concrete Paving | FA 183A | Standard Paving Co. | 3.868 |
| 1927 | Rogers | 1.9 Mi. NE of Catoosa to Verdigris River | PC Concrete Paving | SA FA 183A | Standard Paving Co. | 0.457 |
| 1927 | Rogers | Chelsea NE to Craig Co. | Gravel Surface | SAP 412 | State Forces | 5.662 |
| 1928 | Beckham | .5 Mi. S. of Sayre S | Grade & Drain | SA FA 160B | Maney and Alley | 0.762 |
| 1928 | Beckham | Jct. US 283 S. of Sayre W | Grade & Drain | SA FA 213A | Maney and Alley | 7.051 |
| 1928 | Beckham | 7 mi. W. of Sayre W. | Grade & Drain | SA FA 213B | Maney and Alley | 7.005 |
| 1928 | Beckham | W. limits of Erick W. | Grade & Drain | SA FA 213C | Maney and Alley | 7.528 |
| 1928 | Beckham | Within SA FA 213A and 213C | Bridges I Beam | SA FA 213D | H. B. Garrett | 0.081 |
| 1928 | Beckham | Sayre E. | Concrete Base Rock Asphalt Surface Bridge Concrete Box Culvert | FA 212B | Standard Paving Co. | 7.908 |
| 1928 | Beckham | Just E. of Elk City | Bridge I Beam | FA 205H | Stephens Construction | 0.016 |
| 1928 | Canadian | Yukon W. | Grade & Drain | SA FA 163E | Robinson Bybee | 4.943 |
| 1928 | Canadian | 5 Mi. W. of Yukon W. | Grade & Drain | SA FA 163F | T. C. Ottinger | 4.825 |
| 1928 | Canadian | Within SA FA 163F | Bridge I Beam | SA FA 163G | Garrett and Mills | 0.066 |
| 1928 | Canadian | Okla. Co. Line W. | Grade & Drain, Rock Asphalt Surface | SAP 321A | Western Paving Co. | 1.500 |
| 1928 | Canadian | El Reno W. | PC Concrete Paving | SA FA 164B | S. O. Maxey Co | 1.280 |
| 1928 | Canadian | Yukon W. | Concrete Base Rock Asphalt Surface | FA 163E | Park and Co. | 4.941 |
| 1928 | Canadian | 5 Mi. W. of Yukon W. | Concrete Base Rock Asphalt Surface | FA 163F | Park and Co. | 4.828 |
| 1928 | Craig | Vinita E. to Delaware Co. | Gravel | SAP 413 | State Forces | 8.635 |
| 1928 | Creek | Lincoln Co. line E. to Depew | Grade & Drain, PC Concrete Paving | FA 136A | Hamilton Construction Altman Rogers | 7.248 |
| 1928 | Creek | Depew to Bristow | Grade & Drain, PC Concrete Paving | FA 136B | Hamilton Construction Tom Collins | 6.775 |
| 1928 | Custer | Washita River E. of Clinton | Levees and Drain Channels | SAP 495 | State Forces | NA |
| 1928 | Custer | .5 Mi. S. of Clinton at C & OW R.R | Underpass I Beam | SA FA 205H | C & OW Railway Co. | NA |
| 1928 | Delaware | Craig Co. E. and N. | T.B.S.C. | SAP 413 | State Forces | 4.000 |
| 1928 | Lincoln | Between Chandler and Creek Co. | Bridges I Beam Bridge Steel Pony Truss | SA FA 136F | Standard Paving Co. | 0.038 0.024 |
| 1928 | Lincoln | .5 Mi. N. to .75 Mi. W. of Davenport | Grade & Drain | SA FA 136K | Richards and Moorman | 1.596 |
| 1928 | Lincoln | Chandler W. | Grade & Drain, Base Rock Asphalt Surface | SA FA 137A | H. L. Cannady Co. | 5.362 |
| 1928 | Lincoln | 5.4 Mi. W. of Chandler to Wellston (.784 Mi. on SH 66 | Grade & Drain, Base Rock Asphalt Surface | SA FA 137B | H. L. Cannady Co. | 5.216 |
| 1928 | Lincoln | Within SA FA 137 AB Roadway | Bridge Concrete Box Culvert Bridge Steel thru Truss | SA FA 137C | McNeal Wells | 0.020 0.036 |
| 1928 | Lincoln | E. of Chandler within limits of Sec. G | Grade & Drain | FA 136J | Richards Moorman | 0.189 |
| 1929 | Beckham | Sayre NE | Grade & Drain, Concrete Base and Rock Asphalt Surface | SA FA 212C | Std. Paving Co. | 6.564 |
| 1929 | Beckham | In Sayre N. City Limits to Oklahoma St | Grade & Drain, Concrete Base and Rock Asphalt Surface | SA FA 212E | Std. Paving Co. | 0.154 |
| 1929 | Beckham | .5 Mi. S. of Sayre S | Concrete Base Rock Asphalt Surface | FA 160B | Std. Paving Co. | 0.762 |
| 1929 | Beckham | Sayre W. | Concrete Base Rock Asphalt Surface PC Concrete Paving | FA 213A | Std. Paving Co. | 4.188 |
| 1929 | Canadian | E. and S. from Hoff St. in El Reno | Topeka Asphalt Surface Course | SA FA 163H | Park and Co. | 1.789 |
| 1929 | Canadian | 1.3 Mi. W. of El Reno W. | Grade & Drain | SA FA 164D | Merveldt and Lawson | 6.825 |
| 1929 | Canadian | Within SA FA 164D | Bridge I Beam Bridge Concrete Box Culvert | SA FA 164E | T. C. Ottinger | 0.008 0.018 |
| 1929 | Creek | In Bristow on Roland St. and 4th Ave | PC Concrete Paving | SA FA 136C | Roy Tanner Paving Co. | 0.535 |
| 1929 | Custer | Bridges on FA 205 E F | Bridges I Beam | FA 205J | Joe Biggs | 0.043 |
| 1929 | Lincoln | Near N. City limits of Chandler | Grade & Drain, PC Concrete Paving | FA 136H | Richard Moorman H. L. Cannady | 0.104 |
| 1929 | Lincoln | End Sec. E SW to Chandler | Grade & Drain Bridge Concrete Box Culvert | FA 136G | Richard Moorman | 6.297 0.004 |
| 1929 | Lincoln | E. of Chandler within limits Sec. G | PC Concrete Paving | FA 136J | H. L. Cannady | 0.189 |
| 1929 | Oklahoma | 6 Mi. E. of Edmond E. | Grade & Drain | SA FA 137F | Maney Alley | 4.849 |
| 1929 | Oklahoma | 6 Mi. E. of Edmond E. | Concrete Base Rock Asphalt Surface | SA FA 137F | West Paving Co. | 4.849 |
| 1929 | Oklahoma | At Coon Creek 1.5 Mi. W. of Luther | Bridge I Beams | SA FA 137K | Gaines Yeokum | 0.031 |
| 1928* | Oklahoma | 1 Mi. E. of Arcadia E. (Built in late 1928 | Grade & Drain Bridge Concrete Culvert | FA 137G | Taylor Younger | 4.046 0.006 |
| 1929# | Oklahoma | 1 Mi. E. of Arcadia E. (Official Completion Date) | PC Concrete Paving | FA 137G | Brooks Dahlgren | 4.056 |
| 1929 | Oklahoma | Lincoln Co. line W. | Grade & Drain Bridge Concrete Box Culvert | FA 137I | Green Construction Co. | 3.945 0.004 |
| 1929 | Oklahoma | Within limits of FA 137 I | Grade & Drain Bridge I Beams Overpass I Beams | FA 137J | Jim Beaty | 0.772 0.024 0.025 |
| 1929 | Ottawa | Horse Creek .25 Mi. NE Afton | Bridge I Beams | SAP 628 | E. S. Alderman | 0.021 |
| 1929 | Rogers | 5 Mi. NE of Chelsea | Bridge Concrete Slab | SAP 424 | E. S. Alderman | 0.009 |
| 1930 | Beckham | Sayre S. | PC Concrete Paving | FA 160C | Ben Flynn | 0.323 |
| 1930 | Beckham | 7 Mi. W. of Sayre W. | Reinforce Concrete Paving Reinforce Concrete Paving | FA 213B | Standard Paving Co. Ben Flynn | 2.137 4.867 |
| 1930 | Beckham | Sayre S. to N. Fork Red River | Grade & Drain | SA FA 160C | Standard Paving Co. | 0.323 |
| 1930 | Beckham | Within SA FA 160C | Bridge I Beam | SA FA 160D | Standard Paving Co. | 0.021 |
| 1930 | Beckham | In Elk City | Grade & Drain | SA FA 205A | Wade Alderson | 0.636 |
| 1930 | Beckham | Elk City E. | Grade & Drain | SA FA 205B | Wade Alderson | 1.885 |
| 1930 | Beckham | Within SA FA 205A | Bridge I Beam | SA FA 205H | E. N. Wells and Sons | 0.020 |
| 1930 | Beckham | 1.5 Mi. NE of Elk City | Grade & Drain | SA FA 205K | Wade Alderson | 0.278 |
| 1930 | Caddo | Within SAP 604F G Roadway | Bridge Pony Truss Bridges I Beam | SAP 604J | Whitson Kirby | 0.039 0.083 |
| 1930 | Caddo | Custer Co. line E. | Grade & Drain | SAP 604F | Green Construction Co. | 7.773 |
| 1930 | Craig | 1 Mi. W. of Vinita W. | Grade & Drain | SAP 705 | E. L. Redwine | 1.024 |
| 1930 | Craig | Big Cabin Creek Bridge on FA 185D | Bridge Steel Thru Truss | FA 185E | Osage Construction Co. | 0.050 |
| 1930 | Custer | W. of Weatherford and E. of Weatherford | Bridge I Beam Bridge Steel Pony Truss and I Beams | SA FA 204D | Grant Williams | 0.030 0.027 |
| 1930 | Custer | C. RI. & P. Railway .4 Mi. E. of Weatherford | Underpass I Beam | SA FA 204 I | C. RI. & P. Railway Co. | NA |
| 1930 | Custer | Washita Co. line NE | Grade & Drain Bridge I Beam | FA 205E | Blackburn Rimbey | 5.823 0.007 |
| 1930 | Custer | 6 Mi. NE of Washita Co. line E | Grade & Drain | FA 205F | Blackburn Rimbey | 3.348 |
| 1930 | Custer | Bridge on FA 204E | Bridge I Beam | FA 204D | Mackey Hopper | 0.024 |
| 1930 | Custer | Within FAP 204A | Bridge Steel Pony Truss | SAP 604D | L. S. Fisher | 0.015 |
| 1930 | Delaware | Ottawa Co. line S. | PC Concrete Paving | FAP 149F | Brooks Dahlgren | 3.113 |
| 1930 | Lincoln | End Sec. E. SW to Chandler | PC Concrete Paving | FA 136G | H. L. Cannady | 6.289 |
| 1930 | Lincoln | Oklahoma Co. line E. | Grade & Drain | FA 137E | Maney Alley | 4.271 |
| 1930 | Lincoln | Creek Co. line SW towards Chandler | Grade & Drain, PC Concrete Paving | FA 136E | Richard Moorman H. L. Cannady | 7.932 |
| 1930 | Lincoln | Within SA FA 137A Roadway | Bridge Concrete Box Culvert | SA FA 137J | Roberts Fisher | 0.005 |
| 1930 | Lincoln | Luther E. | Gravel Surface | SAP 764 | State Forces | 4.300 |
| 1930 | Oklahoma | Within limits of FA 137 I | PC Concrete Paving | FA 137J | H. L. Cannady | 0.772 |
| 1930 | Oklahoma | Lincoln Co. line W. | PC Concrete Paving | FA 137 I | H. L. Cannady | 3.949 |
| 1930 | Ottawa | Afton S. | PC Concrete Paving | FA 149G | Brooks Dahlgren | 2.496 |
| 1930 | Ottawa | Within FAP 149G | Bridge Concrete Box Culvert | SA FA 149H | Brooks Dahlgren | 0.006 |
| 1930 | Rogers | Claremore SW | Grade & Drain, PC Concrete Paving | SA FA 43B | Gravelle Hamblin | 4.229 |
| 1930 | Washita | Bridges on FA 205 C D | Bridges I Beam Bridge Concrete Box Culvert | FA 205 I | Joe Briggs E. N. Wells | 0.058 0.006 |
| 1930 | Washita | Custer Co. line SW | Grade & Drain Bridge Concrete Box Culvert | FA 205D | Blackburn Rimbey S. E. Gray | 6.695 0.004 |
| 1930 | Washita | Beckham Co. E. except SAP 828A | Grade & Drain | FA 205C | S. E. Gray | 6.742 |
| 1931 | Beckham | Erick W. | Reinforced Concrete Paving | FAE 213C | Standard Paving Co. | 7.139 |
| 1931 | Beckham | Elk City E. | Reinforced Concrete Paving | FAE 205B | Standard Paving Co. | 2.188 |
| 1931 | Beckham | In Elk City | PC Concrete Paving | SA FA 205A | Standard Paving Co. | 0.636 |
| 1931 | Beckham | Near Elk City and W. of Erick | T. B. S. C. | SAP 770 | L. L. Massey | 2.350 |
| 1931 | Caddo | 7.8 Mi. E. of Custer County line | Grade & Drain | SAP 604G | Green Construction Co. | 6.509 |
| 1931 | Caddo | Hydro Spur | PC Concrete Paving | SA FA 204F | State Forces | 0.960 |
| 1931 | Caddo | In Bridgeport | Drainage | SA FA 204G | State Forces | 0.300 |
| 1931 | Caddo | Custer Co. line E. | T. B. S. C. | SAP 768 | L. L. Massey State Forces | 13.500 |
| 1931 | Caddo | 8 Mi. E. of Custer Co. line E | PC Concrete Paving | FA 204G | Ryan Richards | 5.543 |
| 1931 | Caddo | Custer Co. line E. | PC Concrete Paving | FA 204F | Ryan Richards | 7.771 |
| 1931 | Canadian | 1.3 Mi. W. of El Reno W. | PC Concrete Paving | FA 164D | Union Construction Co. | 6.824 |
| 1931 | Custer | Clinton E. | PC Concrete Paving | SAP 145A | Park and Co. | 1.500 |
| 1931 | Custer | Approx. 3 mi. SW of Clinton W. | Grade & Drain | SA FA 205F | Richards and Moorman | 0.842 |
| 1931 | Custer | 1 Mi. E. of Clinton to Weatherford | Grade & Drain | SA FA 204 AB | Maney Alley | 12.639 |
| 1931 | Custer | Weatherford E. to Caddo Co. line | Grade & Drain Bridge Concrete Box Culvert | FA 204E | T. C. Ottinger Richard Moorman | 4.666 0.004 |
| 1931 | Custer | Weatherford E. To Caddo Co. line | PC Concrete Paving | FA 204E | Ryan Richards | 4.691 |
| 1931 | Custer | S. and W. from Clinton | Gravel Surface | SAP 769 | L.L. Massey and State Forces | 4.500 |
| 1931 | Custer | Clinton S. | PC Concrete Paving | FAE 205G | Standard Paving Co. | 2.189 |
| 1931 | Custer | 6 Mi. NE of Washita County line E | PC Concrete Paving | FAE 205F | Standard paving Co. | 3.054 |
| 1931 | Custer | Washita Co. line NE | PC Concrete Paving | FAE 205E | Standard Paving Co. | 5.820 |
| 1931 | Custer | 2 Mi. E. of Clinton E | PC Concrete Paving | FA 204A | Park and Co. | 6.172 |
| 1931 | Custer | 8 Mi. E. of Clinton E | PC Concrete Paving | FA 204B | Park and Co. | 6.038 |
| 1931 | Lincoln | Davenport Loop | Single Bitum. Surface | SA FA 136K | State Forces | 1.590 |
| 1931 | Lincoln | Part of Wellston Cut Off | Grade & Drain | SA FA 137E | L.B. Bybee | 1.108 |
| 1931 | Lincoln | Through Wellston | Grade & Drain | SAP 779 | State Forces | NA |
| 1931 | Rogers | 10 Mi. NE of Claremore NE | PC Concrete Paving | FA 184D | Ellis Lewis | 4.229 |
| 1931 | Rogers | Claremore NE | PC Concrete Paving Bridge Concrete Box Culvert | FA 184B | Ellis Lewis | 5.017 0.004 |
| 1931 | Rogers | Chelsea NE | PC Concrete Paving | FA 185A | Ellis Lewis | 5.044 |
| 1931 | Rogers | 15 Mi. NE of Claremore NE | PC Concrete Paving Bridge Concrete Box Culvert | SA FA 184E | Ellis Lewis | 34.797 0.004 |
| 1931 | Rogers | 5 Mi. NE of Claremore NE | PC Concrete Paving Bridge Ext. Concrete Box Culver | SA FA 184C | Ellis Lewis | 4.450 0.008 |
| 1931 | Rogers | In Claremore on Wichita Ave. | PC Concrete Paving | SA FA 184A | Ellis Lewis | 0.642 |
| 1931 | Washita | Custer Co. line SW | PC Concrete Paving | EFA 205D | Standard Paving Co. | 6.699 |
| 1931 | Washita | Beckham Co. line E. | PC Concrete Paving | EFA 205C | Standard Paving Co. | 6.458 |
| 1931 | Washita | C. RI. & P. Railway in Canute | Underpass I Beams | SA FA 205L | C. RI. & P. R.R. Co. | NA |
| 1932 | Beckham | Elk City on 3rd St. | PC Concrete Paving | SA FA 212A | R. R. Tway | 0.504 |
| 1932 | Beckham | Elk City E. and Erick W. | Shoulders | C 43 | State Forces | 9.500 |
| 1932 | Beckham | E. of Elk City | Shoulders | C 10 | State Forces | 0.189 |
| 1932 | Caddo | Through Bridgeport | Grade & Drain, T.B.S.C. | C 3 | State Forces | 0.500 |
| 1932 | Canadian | 10 Mi. W. of El Reno W. | Grade & Drain, PC Concrete Paving | FA 164F | Blackburn Construction Co. and Ryan Richards | 4.708 |
| 1932 | Canadian | 15 mi. W. of El Reno W. | Grade & Drain, PC Concrete Paving Bridge I Beam Bridge Concrete Slab | FA 164G | J. J. Harrison R. R. Tway | 6.061 0.046 0.029 |
| 1932 | Craig | Jct. US 66 - 69 to Vinita and 1 Mi. E. of Vinita E | Single Bit. Surface | SA FA 185D | State Forces | 13.000 |
| 1932 | Creek | Sapulpa to Lincoln Co. | Ditch Checks | SA FA 128 136 158 | State Forces | 14.000 |
| 1932 | Custer | C. RI. And P. R.R. In Weatherford | PC Concrete Paving | SA FA 204K | Park and Co. | 0.440 |
| 1932 | Custer | Through County | Sodding | C 36 | State Forces | 31.000 |
| 1932 | Custer | Connecting US 183 and US 66 S. of Clinton, US 66 Alternate | Grade & Drain | C 92 | State Forces | 0.500 |
| 1932 | Lincoln | Oklahoma Co. to Wellston (2.489 Mis. On SH 66 | Gravel Surface | SA FA 137E | State Forces | 7.767 |
| 1932 | Ottawa | Kansas Line S. to Quapaw | Grade & Drain Bridges Concrete Box Culvert | SAP 704A | Ellis Lewis W. L. James | 0.552 0.014 |
| 1932 | Ottawa | Quapaw W. to US 69 in Commerce | Grade & Drain Bridge I Beams Bridge Concrete Box Culver | SAP 704B | Ellis Lewis R.R. Tway | 5.005 0.039 0.006 |
| 1932 | Rogers | Claremore NE to Chelsea | Gravel Shoulders | SA FA 184 BC DE | State Forces | 17.553 |
| 1932 | Rogers | E. of Chelsea within SA FA 185A Exten | Bridge Steel Pony Truss and I Beam | SA FA 185A | Gaines Yeokum | 0.029 |
| 1932 | Rogers | .25 Mi. E. of Chelsea E | Grade & Drain, PC Concrete Paving | SA FA 185A Ext | Ellis Lewis | 0.629 |
| 1921 | Rogers | Bridges on FA 184C | Bridge I Beam Bridge Concrete Box Culvert | FA 184F | Ellis Lewis | 0.006 0.007 |
| 1921 | Rogers | 19 Mi. NE of Claremore NE | PC Concrete Paving | FA 184G | Ellis Lewis | 1.097 |
| 1932 | Washita | C. RI. & P. R.R. In Canute | Grade & Drain, PC Concrete Paving | SAP 828A | Park and Co. | 0.278 |
| 1933 | Beckham | N. Fork Red River S. of Sayre | Bridge I Beam | SA FA 160A | Hyde Construction Co. | 0.568 |
| 1933 | Canadian | S. Canadian River Bridge and Approaches | Grade & Drain, PC Concrete Paving Bridge Thru Truss and I Beam Bridges Concrete Box Culver | FA 164H | J. J. Harrison Ryan Richards Kansas City Bridge Co | 1.663 0.747 0.008 |
| 1933 | Craig | Vinita SW | PC Concrete Paving Ext. Concrete Box Culver | FAE 185D | Park and Co. | 3.250 0.005 |
| 1933 | Craig | Rogers Co. line NE | PC Concrete Paving Ext. Concrete Box Culvert Ext. I Beam Bridge | FAE 185C | Park and Co. | 7.993 0.004 0.008 |
| 1933 | Custer | Through County | Ditch Checks | C 28 | State Forces | 31.000 |
| 1933 | Custer | From Avant St. S. and W. to US 66 in Clinton US 66 Alt | PC Concrete Paving | SAP 231B Ext | Park and Co. | 0.785 |
| 1933 | Lincoln | E. Limits Wellston to Okla. Co.(2.489 Mi. on SH 66 | Grade & Drain Bridge Steel Pony Truss and I Beam Bridge Concrete Slab | SAP 827A | Hyde Construction Co. D. C. Sampley | 5.381 0.043 0.021 |
| 1933 | Lincoln | E. Limits Wellston to Okla. Co. (2.489 Mi. on SH 66 | PC Concrete Paving | SAP 827A | S. O. Maxey Co | 5.381 |
| 1933 | Lincoln | .75 Mi. W. of Davenport E. and N. | Grade & Drain, PC Concrete Paving | SA FA 136K | Standard Paving Co. | 1.646 |
| 1933 | Lincoln | AT and SF R.R. At Davenport | Overpass I Beams | SA FA 136K | Standard Paving Co. | 0.033 |
| 1933 | Lincoln | South of Wellston on new alignment | Grade & Drain, PC Concrete Paving Bridge Steel Pony Truss and I Beams Bridge Concrete Box Culve | FAE 137E | S. O. Maxey Co. Leford Way | 2.260 0.031 0.037 |
| 1933 | Ottawa | Kansas Line to US 69 in Commerce | Dust Palliative | SAP 704AB | State Forces | 9.511 |
| 1933 | Ottawa | Kansas Line to Quapaw | PC Concrete Paving | SAP 704A | Ryan Richards | 4.552 |
| 1933 | Ottawa | Quapaw to US 69 in Commerce | PC Concrete Paving | SAP 704B | Ryan Richards | 5.005 |
| 1934 | Caddo | At S. Canadian River | Bank Protection | C 306 | State Forces | 1.553 |
| 1934 | Caddo | Bridgeport E. | Grade & Drain, PC Concrete Paving Bridge I Beam Bridge Concrete Box Culvert Overpass I Beam | NRH 164 I | J. J. Thompson Ryan Richards Maxwell Construction Nims | 2.673 0.034 0.004 |
| 1934 | Creek | In Sapulpa on Mission St | PC Concrete Paving | NRM 93B | Roy Tanner Paving | 0.174 |
| 1934 | Oklahoma | In OKC on 23rd St. from Robinson Ave. to Classen Blvd | PC Concrete Paving Widen Sheet Asphalt Surface | NRM 3A | M. A. Swatek | 0.906 |
| 1934 | Ottawa | Miami to Afton | Chat Shoulders | C 319 | State Forces | 13.800 |
| 1934 | Rogers | Verdigris River Bridge | Bridge Repairs | C 324 | State Forces | NA |
| 1934 | Tulsa | Harvard St. E. on 11th St. in Tulsa | Grade & Drain, PC Concrete Paving | NRM 12E | B. M. Construction Co. | 1.401 |
| 1935 | Caddo | At S. Canadian River Bridge | Bank Protection | C 409 | State Forces | 0.407 |
| 1935 | Caddo | At S. Canadian River Bridge | Bank Protection | C 479 | State Forces | 0.265 |
| 1935 | Craig | Vinita E. | Grade & Drain, PC Concrete Paving Bridges I Beam Bridge Concrete Box Culver | NRH 149B | Harrison Eng. and Construction Co. Nims and Frost | 3.499 0.092 0.006 |
| 1935 | Craig | In Vinita | PC Concrete Paving | NRM 149A | Harrison Eng. & Construction Co. | 0.284 |
| 1935 | Craig | 3 Mis. E. of Vinita E | Grade & Drain Bridges Concrete Box Culvert | NRM 149C | Gaines Bros. Merveldt Lawson | 5.702 0.015 |
| 1935 | Oklahoma | In OKC on 23rd St. from Classen Blvd. W | PC Concrete Paving Sheet Asphalt Surface Pedestrian Underpass | NRM 60E | B. M. Construction Co. | 1.413 |
| 1935 | Oklahoma | From 23rd St. to 36th St. on Lincoln Blvd., in OKC | Grade & Drain, PC Concrete Paving Rock Asphalt Surface | NRM 369A | Ryan Richards | 1.004 |
| 1935 | Ottawa | City of Miami | Grade & Drain Bridge Steel Thru Truss I Beams PC Concrete Paving | NRM 8A | Gaines Bros. M. E. Gillioz | 1.269 0.239 0.046 |
| 1936 | Canadian | In El Reno on Russell St | Grade & Drain, PC Concrete Paving Underpass Steel Girder | NRM 164A | Merveldt and Lawson | 0.277 |
| 1936 | Craig | 3 Mi. E. of Vinita E | PC Concrete Paving | FA 149C | Ellis Lewis | 5.711 |
| 1936 | Ottawa | 2 Mi. S. of Miami S. | Grade & Drain, Gravel Surface Bridge Concrete Box Culver | WPH 8C | Pharoah Co. | 5.933 |
| 1936 | Ottawa | Afton NE | Grade & Drain, Gravel Surface Bridge I Beams Bridge Concrete Box Culver | WPH 8D | Pharoah Co. | 5.896 0.027 0.004 |
| 1936 | Ottawa | 2 Mi. SW of Miami over SL & SF R.R | Grade & Drain, Gravel Surface Overpass I Beams | WPGH 8B | Gaines Bros. | 0.403 0.025 |
| 1936 | Ottawa | 2 Mi. NE of Afton over SL & SF R.R | Grade & Drain, Gravel Surface Overpass I Beams | WPGH 8D | Gaines Bros. | 0.311 0.028 |
| 1936 | Rogers | 1.5 Mi. NE of Catoosa NE | PC Concrete Paving Bridge Steel Thru Truss | NRH 183A | Standard Paving Co. M. E. Gillioz | 0.940 0.156 |
| 1936 | Rogers | 2.5 Mi. NE of Catoosa NE | PC Concrete Paving | NRH 183B | Standard Paving Co. | 0.129 |
| 1936 | Tulsa | From 16th St. to 25th on Quanah Ave. In Tulsa | PC Concrete Paving Pedestrian Underpass | NRM 86A | Standard Paving Co. | 0.929 |
| 1937 | Beckham | 1 Mi. S. of Sayre | Roadside Improvements | FA 160B Reop. | A. L. Cook | 0.189 |
| 1937 | Caddo | South of Bridgeport | Roadside Improvements | NRH 164 I | Merveldt Lawson | 0.440 |
| 1937 | Canadian | Okla. Co. line W. | Asphalt Shoulders | C 732 | State Forces | 4.500 |
| 1937 | Creek | Sapulpa to Tulsa Co. line | Asphalt Widen Surface | C 176 | State Forces | 5.015 |
| 1937 | Lincoln | .5 Mi. NE of Chandler at SL & SF R.R | Grade & Drain, Gravel Surface Overpass I Beams | WPGS 581A | Pharoah Co. | 0.133 0.022 |
| 1937 | Lincoln | 2 Mi. E. of Chandler | PC Concrete Approach. Slab Bridge I Beam | FA 136EGHJ | Midwest Materials. | 0.006 0.019 |
| 1937 | Oklahoma | OKC to Canadian Co. | Asphalt Stabil. Shoulder | C 733 | State Forces | 6.868 |
| 1937 | Ottawa | In Miami SW | PC Concrete Paving | FA 8(1) Reop. | Brooks Dahlgren | 7.609 |
| 1937 | Ottawa | 1 Mi. SW of Quapaw at SL & SF R.R | Grade & Drain, PC Concrete Paving Underpass Thru Plate Girder I Beams | WPGS 509A | Williams Bros. Corp. | 0.332 |
| 1937 | Ottawa | Afton NE | PC Concrete Paving | FA 8(2) Reop. | Brooks Dahlgren | 6.212 |
| 1937 | Rogers | Claremore NE | Landscape | WPH 184B | A. L. Cook | 5.024 |
| 1937 | Rogers | Claremore NE | Landscape | WPH 184C | A. L. Cook | 4.158 |
| 1937 | Tulsa | In Tulsa Maybell Ave. & 11th St | PC Concrete Paving | WPMH 86A | Consolidated Construction Co. | 0.351 |
| 1937 | Tulsa | Midland Valley R.R. on 11th St. in Tulsa | PC Concrete Base Asphalt Concrete Surface Underpass Thru Girde | WPGH 12E | List Weatherly | 0.042 |
| 1937 | Tulsa | Creek Co. line NE | Asphalt Surface | C 717 | State Forces | 3.396 |
| 1938 | Caddo | S. Canadian River | Bank Protection | SAP 895A | Richards and Mullinix | 0.820 |
| 1938 | Creek | Sapulpa NE | Asphalt Resurface | C 824 | State Forces | 5.015 |
| 1938 | Creek | 6 Mi. NE of Bristow NE | Grade & Drain, PC Concrete Paving | FA 158 AD Reop. | Pharoah and Co. | NA |
| 1938 | Creek | 4 Mi. SW of Kellyville | Grade & Drain, PC Concrete Paving Bridge I Beam | FA 158 BCF (2) | Gaines Bros. | 0.254 0.034 |
| 1938 | Custer | Approx. 2 Mi. S. of Clinton | Roadside Improvements | FA 205G | Paul Robinson and Merveldt and Lawson | 0.283 |
| 1938 | Ottawa | NE Quapaw at K.O. & G. R.R. | Crossing Signal | WPGS 559A | E. A. Richards | NA |
| 1938 | Ottawa | Miami N. | Oil Mat Widen Surface | C702 | State Forces | 10.184 |
| 1939 | Custer | On Choctaw Ave. in Clinton at SL & SF R.R | Crossing Signal | FA GM 567B(1) | Richards and Mullinix | NA |
| 1939 | Delaware | Craig Co. line E. | Roadside Improvements | FA 149C 3 | Gaines Bros. | 0.811 |
| 1939 | Lincoln | SL & SF R.R. at Chandler | Sidewalk Overpass | SAP 905A | Amis Construction | 0.021 |
| 1939 | Ottawa | Main St. in Miami at NE Okla. R.R | Crossing Signal | FA GM 105A(2) | Richards and Mullinix | NA |
| 1939 | Ottawa | Delaware Co. line N. to Afton | Landscaping and Roadside Improvements | FA 149 FG(2) | Gaines Bros. | 1.118 |
| 1940 | Caddo | S. Canadian River Bridge | Bank Protection | SAP 895B | Richards and Mullinix | 0.538 |
| 1940 | Canadian | Jct. US 81 E. | Rock Asphalt Surface Widening | SAP 904B | Merveldt and Lawson | 4.467 |
| 1940 | Craig | At M K & T R.R. on Illinois Ave. in Vinita | Crossing Signal | FA GM 149A(2) | M K & T R.R. Co. | NA |
| 1940 | Craig | At M K & T R.R. on Canadian Ave. in Vinita | Crossing Signal | FA GM 480B(1) | M K & T R.R. Co. | NA |
| 1940 | Creek | 1 Mi. SW of Kellyville at Little Pole Cat Creek | Grade PC Concrete Paving Bridge I Beam | FAP 158BCF(3) | Standard Paving Co. | 0.110 0.021 |
| 1940 | Creek | On Mission St. and Dewey St. in Sapulpa | Sandstone Base PC Concrete Paving | C 958 | State Forces | 0.011 |
| 1940 | Custer | In Clinton at AT & SF R.R | Crossing Signal | FA GM 504B(1) | AT & SF R.R. Co. | NA |
| 1940 | Ottawa | Miami S. | Roadside Improvements | FA 8(7) | Richards and Mullinix | 7.605 |
