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 |