ODOT On System Bridges NBI

Oklahoma Department of Transportation (ArcGIS / NBI)

Total records

9,863

Matched to bridges

Unmatched

9,850

Imported

May 5, 2026

National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.

																																					Match
23055	2412 1306WX	23055	Garfield	U.S. 81 S.B.	UP R.R. UNDER	2412 1306WX	106ft.-138ft.-138ft.-106ft. CONT. PLATE GIRDER SPANS	1992	36.35388889	-97.89	488.501	41.001	—	4	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5150	2022	5	Unmatched
Raw data OBJECTID 22756 BRKEY 23055 NBI No. 23055 On Under 1 Structure No. 2412 1306WX Control No. 012 Lane Ind. W Milepoint 13060 Facility Carried U.S. 81 S.B. Feature Intersected UP R.R. UNDER Division 04 County 047 Location 2.6 MI S US 60 IN ENID Sufficiency 97.3 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 5150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 17.333 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 488.501 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2307 Max Measured Clearance 2308 Min Measured Clearance 2308 NBI Rating 23055 ODOT County 24 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 106ft.-138ft.-138ft.-106ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2412 1306WX H Index 64.7637 Latitude 36:21:14 Longitude -97:53:24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 23055 Vault Link http://plansrv1/bridgemaintvault/b23055 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 36.35388889 Longitude DD -97.89 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22756 x -10897064.9537535 y 4349425.83553769
22876	4950T0626SX	22876	Mayes	CHEROKEE TP	S.H. 82 UNDER	4950T0670SX	43ft.-94ft.-43ft. PCBEAM SPAN, SK69LF	1991	36.187806	-95.159703	180.118	42.001	—	3	21	2	40	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	S	3050	2022	5	Unmatched
Raw data OBJECTID 22749 BRKEY 22876 NBI No. 22876 On Under 1 Structure No. 4950T0626SX Control No. 050 Lane Ind. S Milepoint 06260 Facility Carried CHEROKEE TP Feature Intersected S.H. 82 UNDER Division 08 County 097 Location 6.65 MI N OF CHEROKEE C/L Sufficiency 98.5 Kind Hwy 8 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 3050 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 180.118 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.6 HS Inv. Rating Method 1 HS Inv. Method 32.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 2000 Min Measured Clearance 1806 NBI Rating 22876 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 43ft.-94ft.-43ft. PCBEAM SPAN, SK69LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T0670SX H Index 86.8595 Latitude 36:11:16.1 Longitude -95:09:34.93 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name CHEROKEE TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06.70N NBI Text 22876 Vault Link http://plansrv1/bridgemaintvault/b22876 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 36.187806 Longitude DD -95.159703 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22749 x -10593129.6819991 y 4326494.0543219
22875	5563 0633 X	22875	Oklahoma	UTILITY BRIDGE	S.H. 74 UNDER	5563 0611 X	182ft. POST-TENSIONED CONC. BOX GIRDER SPAN	1991	35.594892	-97.584769	182.001	32.3	—	1	0	6	112.001	5 - Prestressed Concrete	Box Beam or Girders — Single or Spread (06)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	L	77400	2022	5	Unmatched
Raw data OBJECTID 22748 BRKEY 22875 NBI No. 22875 On Under 2 Structure No. 5563 0633 X Control No. 063 Lane Ind. Milepoint 06330 Facility Carried UTILITY BRIDGE Feature Intersected S.H. 74 UNDER Division 04 County 109 Location 6.1 MI N I-44 Sufficiency -2 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 85 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 77400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 112.001 Ref. Underclearance Rt. H Underclearance Right 16.998 Underclearance Left 9.8 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 112.001 Span Type Main M Material 5 - Prestressed Concrete Design 06 Length 182.001 Deck Width 32.3 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting ! Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 123840 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1709 Min Measured Clearance 1702 NBI Rating 22875 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 182ft. POST-TENSIONED CONC. BOX GIRDER SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563 0611 X H Index -1 Latitude 35:35:41.61 Longitude -97:35:05.17 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name S.H. 74 UNDER Scour N Design Structure 6 - Box Beam or Girders - Single FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22875 Vault Link http://plansrv1/bridgemaintvault/b22875 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.594892 Longitude DD -97.584769 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22748 x -10863086.7942592 y 4245021.35988584
22874	5563 0631 X	22874	Oklahoma	NW 122ND ST.	S.H. 74 UNDER	5563 0610 X	185ft. POST-TENSIONED CONC. BOX GIRDER SPAN	1991	35.59456944	-97.58476389	185	78.999	—	1	14	5	63.999	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.5	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5000	2022	5	Unmatched
Raw data OBJECTID 22747 BRKEY 22874 NBI No. 22874 On Under 1 Structure No. 5563 0631 X Control No. Lane Ind. Milepoint Facility Carried NW 122ND ST. Feature Intersected S.H. 74 UNDER Division 04 County 109 Location 6.1 MI N I-44 Sufficiency 96.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 1 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 16.998 Underclearance Left 9.8 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 185 Deck Width 78.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1704 Min Measured Clearance 1611 NBI Rating 22874 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 185ft. POST-TENSIONED CONC. BOX GIRDER SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563 0610 X H Index 95.7142 Latitude 35:35:40.45 Longitude -97:35:05.15 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name NW 122ND ST. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22874 Vault Link http://plansrv1/bridgemaintvault/b22874 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.59456944 Longitude DD -97.58476389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22747 x -10863086.2254166 y 4244977.20195019
22873	2144 0200 X	22873	Delaware	U.S. 412 ALT.	CHEROKEE TP UNDER	2144 0200 X	40ft.-101ft.-40ft. P.C.B.	1991	36.215136	-94.976597	181.102	42.001	—	3	10	2	40	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 22746 BRKEY 22873 NBI No. 22873 On Under 1 Structure No. 2144 0200 X Control No. Lane Ind. Milepoint Facility Carried U.S. 412 ALT. Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 1.75 MI E OF C/L Sufficiency 87.3 Kind Hwy 2 Level Service 1 Route No. 0412A Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1991 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 181.102 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1710 Max Measured Clearance 1906 Min Measured Clearance 1711 NBI Rating 22873 ODOT County 21 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-101ft.-40ft. P.C.B. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144 0200 X H Index 96.9965 Latitude 36:12:54.49 Longitude -94:58:35.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 412 ALT. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17.45 NBI Text 22873 Vault Link http://plansrv1/bridgemaintvault/b22873 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.215136 Longitude DD -94.976597 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22746 x -10572746.415318 y 4330264.27556641
22872	5034T0444 X	22872	Murray	CHICKASAW TP	ROCK CREEK	5034T0444 X	42ft.- 87ft.- 42ft. PC BEAM SPANS,SK 30 LF	1991	34.54456667	-96.95941111	170	47.999	—	3	30	2	45	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Q	2500	2022	5	Unmatched
Raw data OBJECTID 22745 BRKEY 22872 NBI No. 22872 On Under 1 Structure No. 5034T0444 X Control No. 034 Lane Ind. Milepoint 04440 Facility Carried CHICKASAW TP Feature Intersected ROCK CREEK Division 07 County 099 Location 4.44 MI NE OF SH 7 Sufficiency 98.7 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 45 Bridge System Q Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 2500 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 3 Road Width 45 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 170 Deck Width 47.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76.9 HS Inv. Rating Method 1 HS Inv. Method 46.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 6.835083 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 22872 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 42ft.- 87ft.- 42ft. PC BEAM SPANS,SK 30 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5034T0444 X H Index 92.9031 Latitude 34:32:40.44 Longitude -96:57:33.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CHICKASAW TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04.44 NBI Text 22872 Vault Link http://plansrv1/bridgemaintvault/b22872 GIS FO/SD Meets Standards H Inv. Method 34.2 Latitude DD 34.54456667 Longitude DD -96.95941111 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22745 x -10793472.2723809 y 4102160.52859248
23054	1512 0336 X	23054	Coal	S.H. 31	MUDDY BOGGY CREEK	1512T0336 X	3-100ft. PC BM	1992	34.572919	-96.181131	301.837	34.121	—	3	0	2	32.152	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	900	2022	5	Unmatched
Raw data OBJECTID 22738 BRKEY 23054 NBI No. 23054 On Under 1 Structure No. 1512 0336 X Control No. 012 Lane Ind. Milepoint 03360 Facility Carried S.H. 31 Feature Intersected MUDDY BOGGY CREEK Division 03 County 029 Location 3.3 MI NE US75 Sufficiency 97 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1992 ADT Total 900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 34.121 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 85 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1440 Future ADT Year 2042 Bypass Detour 42.253241 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23054 ODOT County 15 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PC BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1512T0336 X H Index 97.977 Latitude 34:34:22.51 Longitude -96:10:52.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 31 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 23054 Vault Link http://plansrv1/bridgemaintvault/b23054 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 34.572919 Longitude DD -96.181131 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22738 x -10706834.5268411 y 4105992.94434578
23053	7298T0004 XR	23053	Tulsa	CREEK TP RAMP	U.S. 75 SB UNDER	7298T0004 XR	272ft. 4-P.C.B. SPAN B	1992	36.01131667	-96.01205833	271.982	27.999	—	4	0	1	25	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	9000	2022	5	Unmatched
Raw data OBJECTID 22737 BRKEY 23053 NBI No. 23053 On Under 1 Structure No. 7298T0004 XR Control No. 098 Lane Ind. Milepoint 00040 Facility Carried CREEK TP RAMP Feature Intersected U.S. 75 SB UNDER Division 08 County 143 Location 04.81 Sufficiency 73 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 25 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1992 ADT Total 9000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 25 Ref. Underclearance Rt. H Underclearance Right 17.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 271.982 Deck Width 27.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 61.6 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14400 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1905 Min Measured Clearance 1607 NBI Rating 23053 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 272ft. 4-P.C.B. SPAN B Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7298T0004 XR H Index 92.4241 Latitude 36:00:40.74 Longitude -96:00:43.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name CREEK TP RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 04.81 NBI Text 23053 Vault Link http://plansrv1/bridgemaintvault/b23053 GIS FO/SD Meets Standards H Inv. Method 27.6 Latitude DD 36.01131667 Longitude DD -96.01205833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22737 x -10688013.4433097 y 4302178.64013229
23052	7298R0006 XR	23052	Tulsa	CREEK TP	U.S. 75 E-S RAMP UNDER	7298R0006 XR	4 P.C.B. SPAN BRIDGE	1992	36.08333333	-96.01	264.108	37.001	—	4	8	2	33.999	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2000	1997	5	Unmatched
Raw data OBJECTID 22736 BRKEY 23052 NBI No. 23052 On Under 1 Structure No. 7298R0006 XR Control No. 098 Lane Ind. Milepoint 00060 Facility Carried CREEK TP Feature Intersected U.S. 75 E-S RAMP UNDER Division 08 County 143 Location .06 MI E OVER US 75 Sufficiency 75 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 33.999 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1992 ADT Total 2000 ADT Year 1997 Design Load HS 20 Skew 8 No. Main Spans 4 Road Width 33.999 Ref. Underclearance Rt. H Underclearance Right 19.199 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 39.905 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 264.108 Deck Width 37.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3200 Future ADT Year 2024 Bypass Detour 123.652866 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23052 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 4 P.C.B. SPAN BRIDGE Route Flag P Status Flag V On Off System 1 Frontage Ind. R Alt. Structure Name 7298R0006 XR H Index 100 Latitude 36:05:00 Longitude -96:00:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.06E 7 NBI Text 23052 Vault Link http://plansrv1/bridgemaintvault/b23052 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.08333333 Longitude DD -96.01 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22736 x -10687784.3110622 y 4312093.97647955
23050	3806 0691 X	23050	Kiowa	U.S. 183	HORSE CREEK	3806 0691 X	3-70ft. P/S CONC. BEAM SPANS, SK 30 DEG. R.F.	1992	34.73359167	-98.94866667	212.927	42.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1400	2022	4	Unmatched
Raw data OBJECTID 22734 BRKEY 23050 NBI No. 23050 On Under 1 Structure No. 3806 0691 X Control No. 006 Lane Ind. Milepoint 06910 Facility Carried U.S. 183 Feature Intersected HORSE CREEK Division 05 County 075 Location 5.9 MI N U.S. 62 BUS. Sufficiency 96.7 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.927 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 31.068559 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23050 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. P/S CONC. BEAM SPANS, SK 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3806 0691 X H Index 90.1106 Latitude 34:44:00.93 Longitude -98:56:55.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 23050 Vault Link http://plansrv1/bridgemaintvault/b23050 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.73359167 Longitude DD -98.94866667 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22734 x -11014915.1883778 y 4127735.99405615
23049	3816 0093 X	23049	Kiowa	S.H. 9	GOTEBO CREEK O'FLOW	3816 0093 X	3-70ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F.	1992	35.07383611	-98.85166111	213.911	42.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	800	2022	4	Unmatched
Raw data OBJECTID 22733 BRKEY 23049 NBI No. 23049 On Under 1 Structure No. 3816 0093 X Control No. 016 Lane Ind. Milepoint 00930 Facility Carried S.H. 9 Feature Intersected GOTEBO CREEK O'FLOW Division 05 County 075 Location 0.9 MI E S.H. 54 Sufficiency 97.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1992 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 213.911 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1280 Future ADT Year 2042 Bypass Detour 39.146385 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23049 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3816 0093 X H Index 98.9236 Latitude 35:04:25.81 Longitude -98:51:05.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 23049 Vault Link http://plansrv1/bridgemaintvault/b23049 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 35.07383611 Longitude DD -98.85166111 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22733 x -11004116.5788344 y 4173919.70907054
22957	7298T0354EX	22957	Tulsa	CREEK TP	ARK RIVER & DELAWARE AVE	7298T0354EX	85ft., 63ft. 22-100ft. PC BEAM SPANS	1991	36.017064	-95.95615	2341.864	58.599	—	24	0	3	55.499	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	21900	2022	5	Unmatched
Raw data OBJECTID 22730 BRKEY 22957 NBI No. 22957 On Under 1 Structure No. 7298T0354EX Control No. 098 Lane Ind. E Milepoint 03540 Facility Carried CREEK TP Feature Intersected ARK RIVER & DELAWARE AVE Division 08 County 143 Location 08.13S Sufficiency 99.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 55.499 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 21900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 24 Road Width 55.499 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 48 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2341.864 Deck Width 58.599 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.8 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 35040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1905 Min Measured Clearance 1700 NBI Rating 22957 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 85ft., 63ft. 22-100ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0354EX H Index 91.1702 Latitude 36:01:01.43 Longitude -95:57:22.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08.35S NBI Text 22957 Vault Link http://plansrv1/bridgemaintvault/b22957 GIS FO/SD Meets Standards H Inv. Method 43.6 Latitude DD 36.017064 Longitude DD -95.95615 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22730 x -10681789.756483 y 4302969.60622947
22956	3304 1801SX	22956	Jackson	U.S. 62	NORTH FORK OF RED RIVER	3304 1801SX	16-100ft. P/S CONC. BEAM SPANS	1991	34.63791667	-99.10550556	1602.034	40	—	16	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 22729 BRKEY 22956 NBI No. 22956 On Under 1 Structure No. 3304 1801SX Control No. 004 Lane Ind. S Milepoint 18010 Facility Carried U.S. 62 Feature Intersected NORTH FORK OF RED RIVER Division 05 County 065 Location JACKSON-TILLMAN C/L Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 16 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1602.034 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 83 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22956 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 16-100ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 1801SX H Index 96.8531 Latitude 34:38:16.5 Longitude -99:06:19.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22956 Vault Link http://plansrv1/bridgemaintvault/b22956 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.63791667 Longitude DD -99.10550556 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22729 x -11032374.4137491 y 4114783.68742364
22955	4922 0383SX	22955	Mayes	U.S. 412 EB	GRAND RIVER	4922 0383SX	9-135ft. BULB TEE BM SPANS SK 55 DEG	1991	36.176589	-95.277347	1215	40	—	9	35	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6150	2022	5	Unmatched
Raw data OBJECTID 22728 BRKEY 22955 NBI No. 22955 On Under 1 Structure No. 4922 0383SX Control No. 022 Lane Ind. S Milepoint 03830 Facility Carried U.S. 412 EB Feature Intersected GRAND RIVER Division 08 County 097 Location 4.0 MI E JCT US 69 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 6150 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 9 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 69 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1215 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 111.9 HS Inv. Rating Method 1 HS Inv. Method 42.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9840 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22955 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-135ft. BULB TEE BM SPANS SK 55 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4922 0383SX H Index 96.6398 Latitude 36:10:35.72 Longitude -95:16:38.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22955 Vault Link http://plansrv1/bridgemaintvault/b22955 GIS FO/SD Meets Standards H Inv. Method 24.9 Latitude DD 36.176589 Longitude DD -95.277347 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22728 x -10606225.752174 y 4324947.03040766
22954	4922 0383NX	22954	Mayes	U.S. 412 WB	GRAND RIVER	4922 0383NX	9-135ft. BULB TEE BM SPANS SK 55 DEG	1991	36.17695	-95.277033	1215	40	—	9	35	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6250	2022	5	Unmatched
Raw data OBJECTID 22727 BRKEY 22954 NBI No. 22954 On Under 1 Structure No. 4922 0383NX Control No. 022 Lane Ind. N Milepoint 03830 Facility Carried U.S. 412 WB Feature Intersected GRAND RIVER Division 08 County 097 Location 4.0 MI E JCT US 69 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 6250 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 9 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 69 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1215 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 111.9 HS Inv. Rating Method 1 HS Inv. Method 42.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22954 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-135ft. BULB TEE BM SPANS SK 55 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4922 0383NX H Index 96.3772 Latitude 36:10:37.02 Longitude -95:16:37.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22954 Vault Link http://plansrv1/bridgemaintvault/b22954 GIS FO/SD Meets Standards H Inv. Method 24.9 Latitude DD 36.17695 Longitude DD -95.277033 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22727 x -10606190.7978539 y 4324996.8152823
22871	6246T0419 X	22871	Pontotoc	CHICKASAW TP	CO. RD. E1640 UNDER	6246T0419 X	55ft. - 60ft. - 55ft. PC BEAM SPANS	1991	34.63659722	-96.84496111	174.869	46.001	—	3	49	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Q	2500	2022	5	Unmatched
Raw data OBJECTID 22726 BRKEY 22871 NBI No. 22871 On Under 1 Structure No. 6246T0419 X Control No. 046 Lane Ind. Milepoint 04190 Facility Carried CHICKASAW TP Feature Intersected CO. RD. E1640 UNDER Division 03 County 123 Location 4.1 MI E OF C/L Sufficiency 79 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.999 Bridge System Q Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. H Underclearance Right 8 Underclearance Left 8 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 174.869 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86.6 HS Inv. Rating Method 1 HS Inv. Method 48.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1803 Max Measured Clearance 1907 Min Measured Clearance 1803 NBI Rating 22871 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft. - 60ft. - 55ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6246T0419 X H Index 99.8213 Latitude 34:38:11.75 Longitude -96:50:41.86 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CHICKASAW TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13.76 NBI Text 22871 Vault Link http://plansrv1/bridgemaintvault/b22871 GIS FO/SD Meets Standards H Inv. Method 39.5 Latitude DD 34.63659722 Longitude DD -96.84496111 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22726 x -10780731.7566596 y 4114605.16724604
22870	5586T0590NX	22870	Oklahoma	KILPATRICK TP	WESTERN AVE UNDER	5586T0562NX	2-86ft. PCB SPAN BRIDG	1991	35.60698056	-97.53134444	172.9	59.003	—	2	32	4	54	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.7	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	23850	2022	5	Unmatched
Raw data OBJECTID 22725 BRKEY 22870 NBI No. 22870 On Under 1 Structure No. 5586T0590NX Control No. 086 Lane Ind. N Milepoint 05900 Facility Carried KILPATRICK TP Feature Intersected WESTERN AVE UNDER Division 04 County 109 Location 129.23WB Sufficiency 76.7 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 23850 ADT Year 2022 Design Load HS 20 Skew 32 No. Main Spans 2 Road Width 54 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 172.9 Deck Width 59.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.2 HS Inv. Rating Method 1 HS Inv. Method 41.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 38160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1709 Min Measured Clearance 1609 NBI Rating 22870 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 8 Description 2-86ft. PCB SPAN BRIDG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0562NX H Index 91.3257 Latitude 35:36:25.13 Longitude -97:31:52.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 129.23WB NBI Text 22870 Vault Link http://plansrv1/bridgemaintvault/b22870 GIS FO/SD FO H Inv. Method 35.6 Latitude DD 35.60698056 Longitude DD -97.53134444 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22725 x -10857139.5994442 y 4246676.39227166
22869	5586T0590SX	22869	Oklahoma	KILPATRICK TP	WESTERN AVE UNDER	5586T0562SX	2-86ft. PC BEAM SPANS	1991	35.60663889	-97.53134444	172.9	59.003	—	2	32	3	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	23800	2022	5	Unmatched
Raw data OBJECTID 22724 BRKEY 22869 NBI No. 22869 On Under 1 Structure No. 5586T0590SX Control No. 086 Lane Ind. S Milepoint 05900 Facility Carried KILPATRICK TP Feature Intersected WESTERN AVE UNDER Division 04 County 109 Location 129.23EB Sufficiency 76.7 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 23800 ADT Year 2022 Design Load HS 20 Skew 32 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 172.9 Deck Width 59.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.2 HS Inv. Rating Method 1 HS Inv. Method 41.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 38080 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1704 Min Measured Clearance 1607 NBI Rating 22869 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 8 Description 2-86ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0562SX H Index 91.6978 Latitude 35:36:23.9 Longitude -97:31:52.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 129.23EB NBI Text 22869 Vault Link http://plansrv1/bridgemaintvault/b22869 GIS FO/SD FO H Inv. Method 35.6 Latitude DD 35.60663889 Longitude DD -97.53134444 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22724 x -10857139.5994442 y 4246629.61114792
22868	5586T0842NX	22868	Oklahoma	KILPATRICK TP	QUAIL SPRING PKWY UNDER	5586T0815NX	2-85ft. PCB SPAN BRIDG	1991	35.60946111	-97.575825	170.932	70.699	—	2	0	4	68.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	25650	2022	5	Unmatched
Raw data OBJECTID 22723 BRKEY 22868 NBI No. 22868 On Under 1 Structure No. 5586T0842NX Control No. 086 Lane Ind. N Milepoint 08420 Facility Carried KILPATRICK TP Feature Intersected QUAIL SPRING PKWY UNDER Division 04 County 109 Location 0.8 MI E OF SH 74 Sufficiency 97.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 68.002 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 25650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 68.002 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 53.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 170.932 Deck Width 70.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 37.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 41040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1711 Min Measured Clearance 1701 NBI Rating 22868 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-85ft. PCB SPAN BRIDG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0815NX H Index 98.9795 Latitude 35:36:34.06 Longitude -97:34:32.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 126.70WB NBI Text 22868 Vault Link http://plansrv1/bridgemaintvault/b22868 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 35.60946111 Longitude DD -97.575825 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22723 x -10862091.1527336 y 4247016.03275279
22867	5586T0842SX	22867	Oklahoma	KILPATRICK TP	QUAIL SPRING PKWY UNDER	5586T0815SX	2-85ft. PCB SPAN BRIDG	1991	35.60908056	-97.57583333	170.932	70.699	—	2	0	3	68.002	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	26950	2022	5	Unmatched
Raw data OBJECTID 22722 BRKEY 22867 NBI No. 22867 On Under 1 Structure No. 5586T0842SX Control No. 086 Lane Ind. S Milepoint 08420 Facility Carried KILPATRICK TP Feature Intersected QUAIL SPRING PKWY UNDER Division 04 County 109 Location 126.70EB Sufficiency 95.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 26950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 68.002 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 170.932 Deck Width 70.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 37.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1705 Min Measured Clearance 1701 NBI Rating 22867 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-85ft. PCB SPAN BRIDG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0815SX H Index 94.91 Latitude 35:36:32.69 Longitude -97:34:33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 126.70EB NBI Text 22867 Vault Link http://plansrv1/bridgemaintvault/b22867 GIS FO/SD FO H Inv. Method 40 Latitude DD 35.60908056 Longitude DD -97.57583333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22722 x -10862092.0800249 y 4246963.92661447
23046	1010 1295 X	23046	Carter	S.H. 7	EIGHT MILE CREEK	1010 1295 X	(3) 60ft. PC BEAM SPANS	1992	34.49948611	-97.35854722	183.071	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 22713 BRKEY 23046 NBI No. 23046 On Under 1 Structure No. 1010 1295 X Control No. 010 Lane Ind. Milepoint 12950 Facility Carried S.H. 7 Feature Intersected EIGHT MILE CREEK Division 07 County 019 Location 13.0 MI E STEPHENS C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.071 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23046 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 60ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1010 1295 X H Index 91.2561 Latitude 34:29:58.15 Longitude -97:21:30.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 028 NBI Text 23046 Vault Link http://plansrv1/bridgemaintvault/b23046 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.49948611 Longitude DD -97.35854722 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22713 x -10837903.9009033 y 4096069.6265667
23045	1010 0816 X	23045	Carter	S.H. 7	FLAT BRIDGE CREEK	1010 0816 X	(3) 60ft. PC BEAM SPANS	1992	34.492356	-97.439919	183.071	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2300	2022	5	Unmatched
Raw data OBJECTID 22712 BRKEY 23045 NBI No. 23045 On Under 1 Structure No. 1010 0816 X Control No. 010 Lane Ind. Milepoint 08160 Facility Carried S.H. 7 Feature Intersected FLAT BRIDGE CREEK Division 07 County 019 Location 8.2 MI E STEPHENS C/L Sufficiency 92.7 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.071 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23045 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 60ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1010 0816 X H Index 90.373 Latitude 34:29:32.48 Longitude -97:26:23.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 024 NBI Text 23045 Vault Link http://plansrv1/bridgemaintvault/b23045 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.492356 Longitude DD -97.439919 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22712 x -10846962.1660178 y 4095106.56848768
23044	3816 0092 X	23044	Kiowa	S.H. 9	GOTEBO CREEK	3816 0092 X	3-60ft. P/S CONC. BEAM SPANS	1992	35.073425	-98.85478056	182.087	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	800	2022	4	Unmatched
Raw data OBJECTID 22711 BRKEY 23044 NBI No. 23044 On Under 1 Structure No. 3816 0092 X Control No. 016 Lane Ind. Milepoint 00920 Facility Carried S.H. 9 Feature Intersected GOTEBO CREEK Division 05 County 075 Location 0.9 MI E S.H. 54 Sufficiency 97.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1992 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.087 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1280 Future ADT Year 2042 Bypass Detour 39.146385 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23044 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3816 0092 X H Index 98.7713 Latitude 35:04:24.33 Longitude -98:51:17.21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 23044 Vault Link http://plansrv1/bridgemaintvault/b23044 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.073425 Longitude DD -98.85478056 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22711 x -11004463.83442 y 4173863.79050011
22953	5509T0441 X	22953	Oklahoma	KILPATRICK TP EB	KILPATRICK TP E-S/I-35	5509T0441 X	9-SPAN PCB BRIDGE	1991	35.59959444	-97.42806944	1029.856	52.799	—	9	0	3	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	26600	2022	5	Unmatched
Raw data OBJECTID 22709 BRKEY 22953 NBI No. 22953 On Under 1 Structure No. 5509T0441 X Control No. Lane Ind. Milepoint Facility Carried KILPATRICK TP EB Feature Intersected KILPATRICK TP E-S/I-35 Division 04 County 109 Location 135.09EB Sufficiency 93.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 26600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 4.003 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1029.856 Deck Width 52.799 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 46.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 42560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 1907 Min Measured Clearance 1702 NBI Rating 22953 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-SPAN PCB BRIDGE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5509T0441 X H Index 91.0855 Latitude 35:35:58.54 Longitude -97:25:41.05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135.09EB NBI Text 22953 Vault Link http://plansrv1/bridgemaintvault/b22953 GIS FO/SD FO H Inv. Method 37.8 Latitude DD 35.59959444 Longitude DD -97.42806944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22709 x -10845643.0790325 y 4245665.13642728
22952	5586T0415 XR	22952	Oklahoma	U.S. 77 S-W RAMP	KILPATRICK TP/U.S. 77UND	5586T0385 X	CONT. STEEL PLATE GIRDER SPA	1991	35.59893333	-97.5019	925.853	29.8	—	8	0	1	27.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.8	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	3000	2022	5	Unmatched
Raw data OBJECTID 22708 BRKEY 22952 NBI No. 22952 On Under 1 Structure No. 5586T0415 XR Control No. Lane Ind. Milepoint Facility Carried U.S. 77 S-W RAMP Feature Intersected KILPATRICK TP/U.S. 77UND Division 04 County 109 Location 130.99 Sufficiency 89.8 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 3000 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 8 Road Width 27.001 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 8.002 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 32.907 Span Type Main M Material 4 - Steel Continuous Design 02 Length 925.853 Deck Width 29.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 48.3 HS Inv. Rating Method 3 HS Inv. Method 29 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4800 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 2401 Min Measured Clearance 1609 NBI Rating 22952 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description CONT. STEEL PLATE GIRDER SPA Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0385 X H Index 86.529 Latitude 35:35:56.16 Longitude -97:30:06.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 77 N-W RAMP OVER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 130.99 NBI Text 22952 Vault Link http://plansrv1/bridgemaintvault/b22952 GIS FO/SD Meets Standards H Inv. Method 27.5 Latitude DD 35.59893333 Longitude DD -97.5019 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22708 x -10853861.8593767 y 4245574.62642511
22951	7314 0714NX	22951	Wagoner	S.H. 51	VERDIGRIS RIVER O'FLOW	7314 0714NX	17-50ft. PRESTRESSED C	1991	35.9521	-95.525172	851.05	40	—	17	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Satisfactory (6)	Very good (8)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	5050	2022	5	Unmatched
Raw data OBJECTID 22707 BRKEY 22951 NBI No. 22951 On Under 1 Structure No. 7314 0714NX Control No. 014 Lane Ind. N Milepoint 07140 Facility Carried S.H. 51 Feature Intersected VERDIGRIS RIVER O'FLOW Division 01 County 145 Location 7.3 MI E JCT SH-72 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1991 ADT Total 5050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 17 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 70 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 851.05 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 6 Sub Rating 6 Chan. Rating 9 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.3 HS Inv. Rating Method 1 HS Inv. Method 37.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8080 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 22951 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 17-50ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7314 0714NX H Index 88.2088 Latitude 35:57:07.56 Longitude -95:31:30.62 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22951 Vault Link http://plansrv1/bridgemaintvault/b22951 GIS FO/SD Meets Standards H Inv. Method 29.6 Latitude DD 35.9521 Longitude DD -95.525172 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22707 x -10633813.5049799 y 4294032.40600876
22950	5509T0450 X	22950	Oklahoma	KILPATRICK TP WB	KILPATRICK TP W-N/I-35	5509T0442 X	7-P.C.B. SPAN BRIDGE	1991	35.60085833	-97.428275	799.869	52.7	—	7	0	3	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	6000	2022	5	Unmatched
Raw data OBJECTID 22706 BRKEY 22950 NBI No. 22950 On Under 1 Structure No. 5509T0450 X Control No. Lane Ind. Milepoint Facility Carried KILPATRICK TP WB Feature Intersected KILPATRICK TP W-N/I-35 Division 04 County 109 Location 135.09WB Sufficiency 96 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 6000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 5 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 799.869 Deck Width 52.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 76.7 HS Inv. Rating Method 1 HS Inv. Method 45.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 2207 Min Measured Clearance 1611 NBI Rating 22950 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-P.C.B. SPAN BRIDGE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5509T0442 X H Index 99.8753 Latitude 35:36:03.09 Longitude -97:25:41.79 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135.09WB NBI Text 22950 Vault Link http://plansrv1/bridgemaintvault/b22950 GIS FO/SD Meets Standards H Inv. Method 37.4 Latitude DD 35.60085833 Longitude DD -97.428275 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22706 x -10845665.961867 y 4245838.17277894
22949	7298T0111EX	22949	Tulsa	CREEK TP	ELMWOOD ST & COAL CREEK	7298T0111EX	42ft. - 4 (75ft.) - 90ft. - 3 (100ft.) P.C BEAM SPANS	1991	36.00917222	-95.99413889	730.971	58.501	—	9	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	16850	2022	5	Unmatched
Raw data OBJECTID 22705 BRKEY 22949 NBI No. 22949 On Under 1 Structure No. 7298T0111EX Control No. 098 Lane Ind. E Milepoint 01110 Facility Carried CREEK TP Feature Intersected ELMWOOD ST & COAL CREEK Division 08 County 143 Location 05.88S Sufficiency 92.1 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 16850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 4 Underclearance Left 4 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 730.971 Deck Width 58.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.2 HS Inv. Rating Method 1 HS Inv. Method 33.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 2310 Min Measured Clearance 2008 NBI Rating 22949 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 42ft. - 4 (75ft.) - 90ft. - 3 (100ft.) P.C BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0111EX H Index 96.2731 Latitude 36:00:33.02 Longitude -95:59:38.9 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05.88 S NBI Text 22949 Vault Link http://plansrv1/bridgemaintvault/b22949 GIS FO/SD Meets Standards H Inv. Method 31.2 Latitude DD 36.00917222 Longitude DD -95.99413889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22705 x -10686018.6603736 y 4301883.52877809
22866	0308 0013 X	22866	Atoka	U.S. 75	SANDY CREEK	0308 0013 X	50ft. - 70ft. - 50ft. PC BEAM	1991	34.39339167	-96.12808333	170	47.001	—	3	0	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6200	2022	5	Unmatched
Raw data OBJECTID 22704 BRKEY 22866 NBI No. 22866 On Under 1 Structure No. 0308 0013 X Control No. 008 Lane Ind. Milepoint 00130 Facility Carried U.S. 75 Feature Intersected SANDY CREEK Division 02 County 005 Location 0.13 W JCT US-69 Sufficiency 98.5 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 6200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 170 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.2 HS Inv. Rating Method 1 HS Inv. Method 43.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9920 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22866 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 50ft. - 70ft. - 50ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0308 0013 X H Index 100 Latitude 34:23:36.21 Longitude -96:07:41.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 29 NBI Text 22866 Vault Link http://plansrv1/bridgemaintvault/b22866 GIS FO/SD Meets Standards H Inv. Method 31.4 Latitude DD 34.39339167 Longitude DD -96.12808333 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22704 x -10700929.287229 y 4081748.02808017
22865	2144T1649SX	22865	Delaware	CHEROKEE TP	FIVE MILE HOLLOW RD UND	2144T1649NX	3-55ft. P.C.BEAM SPANS, SK62LF	1991	36.19469722	-94.72680556	165.026	42.7	—	3	28	2	40	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	S	3150	2022	5	Unmatched
Raw data OBJECTID 22703 BRKEY 22865 NBI No. 22865 On Under 1 Structure No. 2144T1649SX Control No. 044 Lane Ind. S Milepoint 16490 Facility Carried CHEROKEE TP Feature Intersected FIVE MILE HOLLOW RD UND Division 08 County 041 Location 16.49 MI E OF C/L Sufficiency 96 Kind Hwy 8 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 3150 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 165.026 Deck Width 42.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.5 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1709 Max Measured Clearance 2003 Min Measured Clearance 1801 NBI Rating 22865 ODOT County 21 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. P.C.BEAM SPANS, SK62LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144T1649NX H Index 91.5461 Latitude 36:11:40.91 Longitude -94:43:36.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CHEROKEE TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 32.19 NBI Text 22865 Vault Link http://plansrv1/bridgemaintvault/b22865 GIS FO/SD FO H Inv. Method 33 Latitude DD 36.19469722 Longitude DD -94.72680556 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22703 x -10544939.7594126 y 4327444.58606696
22864	7298T0640 X	22864	Tulsa	SHERIDAN & 95TH ST	CREEK TP UNDER	7298T0640 X	2-80ft. PC BEAM SPANS	1991	36.02574167	-95.90431389	162.073	65	—	2	0	2	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	53400	2022	5	Unmatched
Raw data OBJECTID 22702 BRKEY 22864 NBI No. 22864 On Under 1 Structure No. 7298T0640 X Control No. 098 Lane Ind. Milepoint 06400 Facility Carried SHERIDAN & 95TH ST Feature Intersected CREEK TP UNDER Division 08 County 143 Location 11.22 Sufficiency 70 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1991 ADT Total 53400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 9.501 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 57.9 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.073 Deck Width 65 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.248 HS Inv. Rating Method 1 HS Inv. Method 48.061 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 85440 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1803 Min Measured Clearance 1606 NBI Rating 22864 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0640 X H Index 99.9419 Latitude 36:01:32.67 Longitude -95:54:15.53 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name SHERIDAN & 95TH ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11.22 NBI Text 22864 Vault Link http://plansrv1/bridgemaintvault/b22864 GIS FO/SD Meets Standards H Inv. Method 43.762 Latitude DD 36.02574167 Longitude DD -95.90431389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22702 x -10676019.3871131 y 4304163.96447352
22863	7298T0540SX	22863	Tulsa	YALE AVE.	CREEK TP UNDER	7298T0540SX	2-80ft. PC BEAM SPANS	1991	36.02528333	-95.92225278	161.089	95	—	2	0	4	81.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	26700	2022	5	Unmatched
Raw data OBJECTID 22701 BRKEY 22863 NBI No. 22863 On Under 1 Structure No. 7298T0540SX Control No. 098 Lane Ind. S Milepoint 05400 Facility Carried YALE AVE. Feature Intersected CREEK TP UNDER Division 08 County 143 Location 10.22 Sufficiency 75 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1991 ADT Total 26700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 81.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 161.089 Deck Width 95 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.06 HS Inv. Rating Method 1 HS Inv. Method 37.148 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 42720 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 2404 Min Measured Clearance 1706 NBI Rating 22863 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 2-80ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0540SX H Index 100 Latitude 36:01:31.02 Longitude -95:55:20.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name YALE AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10.22 NBI Text 22863 Vault Link http://plansrv1/bridgemaintvault/b22863 GIS FO/SD Meets Standards H Inv. Method 33.951 Latitude DD 36.02528333 Longitude DD -95.92225278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22701 x -10678016.3352133 y 4304100.87718055
22862	7298T0440NX	22862	Tulsa	HARVARD AVE.	CREEK TP UNDER	7298T0440NX	2-85ft. PC BEAM SPANS	1991	36.02472222	-95.94	171.916	42.001	—	2	19	2	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	58	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	20400	2022	5	Unmatched
Raw data OBJECTID 22700 BRKEY 22862 NBI No. 22862 On Under 1 Structure No. 7298T0440NX Control No. Lane Ind. Milepoint Facility Carried HARVARD AVE. Feature Intersected CREEK TP UNDER Division 08 County 143 Location 09.21 Sufficiency 58 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1991 ADT Total 20400 ADT Year 2022 Design Load HS 20 Skew 19 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 10 Underclearance Left 8.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 58 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 171.916 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78.9 HS Inv. Rating Method 1 HS Inv. Method 47.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 32640 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1806 Max Measured Clearance 2306 Min Measured Clearance 1806 NBI Rating 22862 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 2-85ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0440NX H Index 100 Latitude 36:01:29 Longitude -95:56:24 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name HARVARD AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 09.21 NBI Text 22862 Vault Link http://plansrv1/bridgemaintvault/b22862 GIS FO/SD FO H Inv. Method 43.3 Latitude DD 36.02472222 Longitude DD -95.94 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22700 x -10679991.9467067 y 4304023.64481606
22861	5586T0693NX	22861	Oklahoma	KILPATRICK TP	PENN. AVE. UNDER	5586T0665NX	2-80ft. PCB SPAN BRIDG	1991	35.60928333	-97.54920556	160.105	58.701	—	2	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	27300	2022	5	Unmatched
Raw data OBJECTID 22699 BRKEY 22861 NBI No. 22861 On Under 1 Structure No. 5586T0693NX Control No. 086 Lane Ind. N Milepoint 06930 Facility Carried KILPATRICK TP Feature Intersected PENN. AVE. UNDER Division 04 County 109 Location 128.20WB Sufficiency 90.7 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 27300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 160.105 Deck Width 58.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.7 HS Inv. Rating Method 1 HS Inv. Method 56.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1610 Min Measured Clearance 1606 NBI Rating 22861 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. PCB SPAN BRIDG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0665NX H Index 99.5763 Latitude 35:36:33.42 Longitude -97:32:57.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 128.20WB NBI Text 22861 Vault Link http://plansrv1/bridgemaintvault/b22861 GIS FO/SD FO H Inv. Method 48.2 Latitude DD 35.60928333 Longitude DD -97.54920556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22699 x -10859127.8902276 y 4246991.69050865
23138	5838 0135 X	23138	Ottawa	S.H. 25	WOLF CREEK	5838 0135 X	3-10ft.X 5ft.X 44ft. R.C.B	1992	36.80114167	-94.97468333	32.152	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 22698 BRKEY 23138 NBI No. 23138 On Under 1 Structure No. 5838 0135 X Control No. 038 Lane Ind. Milepoint 01350 Facility Carried S.H. 25 Feature Intersected WOLF CREEK Division 08 County 115 Location 1.3 MI E OF CRAIG CO Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00025 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1992 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 106.2 HS Inv. Rating Method 1 HS Inv. Method 63.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23138 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 5ft.X 44ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5838 0135 X H Index 98.5332 Latitude 36:48:04.11 Longitude -94:58:28.86 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 25 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 23138 Vault Link http://plansrv1/bridgemaintvault/b23138 GIS FO/SD Meets Standards H Inv. Method 35.4 Latitude DD 36.80114167 Longitude DD -94.97468333 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22698 x -10572533.386548 y 4411424.62899773
23133	4412 0455 X	23133	McClain	S.H. 24	CREEK	4412 0455 X	(13ft.-17ft.-13ft.)X 5ft.X 82ft. RDY R.C. BOX	1993	35.0662	-97.47667222	45.932	39.701	—	3	0	2	39.701	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3200	2022	5	Unmatched
Raw data OBJECTID 22693 BRKEY 23133 NBI No. 23133 On Under 1 Structure No. 4412 0455 X Control No. 012 Lane Ind. Milepoint 04550 Facility Carried S.H. 24 Feature Intersected CREEK Division 03 County 087 Location 4.5 MI. N. JCT. SH39 Sufficiency 95.1 Kind Hwy 3 Level Service 1 Route No. 00024 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.698 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1993 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 39.701 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 45.932 Deck Width 39.701 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 16.155651 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23133 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 5ft.X 82ft. RDY R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4412 0455 X H Index 99.34 Latitude 35:03:58.32 Longitude -97:28:36.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 24 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 23133 Vault Link http://plansrv1/bridgemaintvault/b23133 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.0662 Longitude DD -97.47667222 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22693 x -10851053.5157532 y 4172881.102726
23041	3806 0405 X	23041	Kiowa	U.S. 183	DRY OTTER CREEK	3806 0405 X	3-55ft. P/S CONC. BEAM SPANS	1992	34.69203889	-98.94838333	166.01	54.003	—	3	0	2	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3500	2022	5	Unmatched
Raw data OBJECTID 22691 BRKEY 23041 NBI No. 23041 On Under 1 Structure No. 3806 0405 X Control No. 006 Lane Ind. Milepoint 04050 Facility Carried U.S. 183 Feature Intersected DRY OTTER CREEK Division 05 County 075 Location 2.8 MI N U.S. 62 BUS. Sufficiency 91.8 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 52.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 3500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.01 Deck Width 54.003 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 31.068559 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23041 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3806 0405 X H Index 92.0369 Latitude 34:41:31.34 Longitude -98:56:54.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 23041 Vault Link http://plansrv1/bridgemaintvault/b23041 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.69203889 Longitude DD -98.94838333 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22691 x -11014883.6471132 y 4122108.81572335
23040	3806 1908 X	23040	Kiowa	U.S. 183	CREEK	3806 1908 X	3-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F.	1992	34.88041389	-99.03411667	152.887	42.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1200	2022	4	Unmatched
Raw data OBJECTID 22690 BRKEY 23040 NBI No. 23040 On Under 1 Structure No. 3806 1908 X Control No. 006 Lane Ind. Milepoint 19080 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 075 Location 1.8 MI N JCT S.H.19 Sufficiency 96.3 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 39.146385 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23040 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3806 1908 X H Index 91.4997 Latitude 34:52:49.49 Longitude -99:02:02.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 23040 Vault Link http://plansrv1/bridgemaintvault/b23040 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.88041389 Longitude DD -99.03411667 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22690 x -11024427.438866 y 4147641.72129368
23039	7314 0689SX	23039	Wagoner	S.H. 51	VERDIGRIS RIVER O'FLOW	7314 0689SX	3-50ft. PRESTRESSED CONC BM SPANS	1992	35.951733	-95.52975	150.919	40	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4950	2022	5	Unmatched
Raw data OBJECTID 22689 BRKEY 23039 NBI No. 23039 On Under 1 Structure No. 7314 0689SX Control No. 014 Lane Ind. S Milepoint 06890 Facility Carried S.H. 51 Feature Intersected VERDIGRIS RIVER O'FLOW Division 01 County 145 Location 7.0 MI E JCT SH-72 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1992 ADT Total 4950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 70 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150.919 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.3 HS Inv. Rating Method 1 HS Inv. Method 37.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 23039 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PRESTRESSED CONC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7314 0689SX H Index 99.2073 Latitude 35:57:06.24 Longitude -95:31:47.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 23039 Vault Link http://plansrv1/bridgemaintvault/b23039 GIS FO/SD Meets Standards H Inv. Method 29.6 Latitude DD 35.951733 Longitude DD -95.52975 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22689 x -10634323.1256087 y 4293981.93812852
23037	1010 1150 X	23037	Carter	S.H. 7	MASSEY CREEK	1010 1150 X	45ft. - 50ft. - 45ft. PC BEAM SPANS	1992	34.49238889	-97.38119722	143.045	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 22687 BRKEY 23037 NBI No. 23037 On Under 1 Structure No. 1010 1150 X Control No. 010 Lane Ind. Milepoint 11500 Facility Carried S.H. 7 Feature Intersected MASSEY CREEK Division 07 County 019 Location 11.6 MI E STEPHENS C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 143.045 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23037 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft. - 50ft. - 45ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1010 1150 X H Index 96.455 Latitude 34:29:32.6 Longitude -97:22:52.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 027 NBI Text 23037 Vault Link http://plansrv1/bridgemaintvault/b23037 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.49238889 Longitude DD -97.38119722 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22687 x -10840425.2873697 y 4095111.0107238
22947	2144 1430 X	22947	Delaware	U.S. 412 ALT.	CHEROKEE TP UNDER	2144 1430 X	100ft.,110ft.,120ft.,2-140	1991	36.204778	-94.759839	614	42.67	—	5	60	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.6	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 22685 BRKEY 22947 NBI No. 22947 On Under 1 Structure No. 2144 1430 X Control No. Lane Ind. Milepoint Facility Carried U.S. 412 ALT. Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 12.5 MI W OF STATE LINE Sufficiency 86.6 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 5 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 614 Deck Width 42.67 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.1 HS Inv. Rating Method 1 HS Inv. Method 47.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1909 Max Measured Clearance 1908 Min Measured Clearance 1800 NBI Rating 22947 ODOT County 21 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft.,110ft.,120ft.,2-140 Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144 1430 X H Index 97.6579 Latitude 36:12:17.2 Longitude -94:45:35.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 412 ALT. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.06 NBI Text 22947 Vault Link http://plansrv1/bridgemaintvault/b22947 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 36.204778 Longitude DD -94.759839 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22685 x -10548617.0251326 y 4328835.2164626
22946	7314 0630NX	22946	Wagoner	S.H. 51	VERDIGRIS RIVER O'FLOW	7314 0630NX	12-50ft. PRESTRESSED C	1991	35.952086	-95.540053	601.05	40	—	12	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Other (9)	Open, no restriction (A)	94	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	5050	2022	5	Unmatched
Raw data OBJECTID 22684 BRKEY 22946 NBI No. 22946 On Under 1 Structure No. 7314 0630NX Control No. 014 Lane Ind. N Milepoint 06300 Facility Carried S.H. 51 Feature Intersected VERDIGRIS RIVER O'FLOW Division 01 County 145 Location 6.4 M E JCT SH-72 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1991 ADT Total 5050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 9 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 70 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 601.05 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 9 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.3 HS Inv. Rating Method 1 HS Inv. Method 37.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8080 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 22946 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-50ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7314 0630NX H Index 89.0127 Latitude 35:57:07.51 Longitude -95:32:24.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22946 Vault Link http://plansrv1/bridgemaintvault/b22946 GIS FO/SD Meets Standards H Inv. Method 29.6 Latitude DD 35.952086 Longitude DD -95.540053 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22684 x -10635470.0503224 y 4294030.48079922
22860	5586T0693SX	22860	Oklahoma	KILPATRICK TP	PENN. AVE. UNDER	5586T0665SX	2-80ft. PCB SPAN BRIDG	1991	35.60896944	-97.54920833	160.105	58.701	—	2	0	2	56.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	27200	2022	5	Unmatched
Raw data OBJECTID 22681 BRKEY 22860 NBI No. 22860 On Under 1 Structure No. 5586T0693SX Control No. 086 Lane Ind. S Milepoint 06930 Facility Carried KILPATRICK TP Feature Intersected PENN. AVE. UNDER Division 04 County 109 Location 128.20EB Sufficiency 95.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 27200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 160.105 Deck Width 58.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.7 HS Inv. Rating Method 1 HS Inv. Method 56.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1706 Min Measured Clearance 1701 NBI Rating 22860 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. PCB SPAN BRIDG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0665SX H Index 90.9385 Latitude 35:36:32.29 Longitude -97:32:57.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 128.20EB NBI Text 22860 Vault Link http://plansrv1/bridgemaintvault/b22860 GIS FO/SD FO H Inv. Method 48.2 Latitude DD 35.60896944 Longitude DD -97.54920833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22681 x -10859128.1985826 y 4246948.71175099
22859	5563 0737 X	22859	Oklahoma	W.B. MEMORIAL RD.	S.H. 74 UNDER	5563 0711 X	161ft. POST-TENSIONED CONC. BOX GIRDER SPAN	1991	35.609972	-97.584797	161.001	62.001	—	1	0	4	50	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5000	2022	5	Unmatched
Raw data OBJECTID 22680 BRKEY 22859 NBI No. 22859 On Under 1 Structure No. 5563 0737 X Control No. Lane Ind. Milepoint Facility Carried W.B. MEMORIAL RD. Feature Intersected S.H. 74 UNDER Division 04 County 109 Location 7.1 MI N I-44 Sufficiency 80.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 79.997 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 161.001 Deck Width 62.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 1807 Min Measured Clearance 1700 NBI Rating 22859 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 0 Description 161ft. POST-TENSIONED CONC. BOX GIRDER SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563 0711 X H Index 92.6315 Latitude 35:36:35.9 Longitude -97:35:05.27 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name MEMORIAL RD. (WB) Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22859 Vault Link http://plansrv1/bridgemaintvault/b22859 GIS FO/SD FO H Inv. Method 35.715 Latitude DD 35.609972 Longitude DD -97.584797 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22680 x -10863089.911205 y 4247085.98585572
22858	5563 0729 X	22858	Oklahoma	E.B. MEMORIAL RD.	S.H. 74 UNDER	5563 0710 X	161ft. POST-TENSIONED CONC. BOX GIRDER SPAN	1991	35.6088	-97.584797	161.001	50	—	1	0	3	37.999	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5000	2022	5	Unmatched
Raw data OBJECTID 22679 BRKEY 22858 NBI No. 22858 On Under 1 Structure No. 5563 0729 X Control No. Lane Ind. Milepoint Facility Carried E.B. MEMORIAL RD. Feature Intersected S.H. 74 UNDER Division 04 County 109 Location 7.1 MI N I-44 Sufficiency 79.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 79.997 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 161.001 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 2002 Min Measured Clearance 1901 NBI Rating 22858 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 10 Description 161ft. POST-TENSIONED CONC. BOX GIRDER SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563 0710 X H Index 94.283 Latitude 35:36:31.68 Longitude -97:35:05.27 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name MEMORIAL RD. (EB) Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22858 Vault Link http://plansrv1/bridgemaintvault/b22858 GIS FO/SD FO H Inv. Method 35.715 Latitude DD 35.6088 Longitude DD -97.584797 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22679 x -10863089.911205 y 4246925.51158947
23132	4412 0410 X	23132	McClain	S.H. 24	WALNUT CREEK	4412 0410 X	50ft.,2-100ft.,50ft. PREST	1993	35.059856	-97.476778	300.853	41.995	—	4	0	2	40.026	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3200	2022	5	Unmatched
Raw data OBJECTID 22675 BRKEY 23132 NBI No. 23132 On Under 1 Structure No. 4412 0410 X Control No. 012 Lane Ind. Milepoint 04100 Facility Carried S.H. 24 Feature Intersected WALNUT CREEK Division 03 County 087 Location 4.1 MI. N. JCT. SH39 Sufficiency 92.1 Kind Hwy 3 Level Service 1 Route No. 00024 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.698 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1993 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 40.026 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 300.853 Deck Width 41.995 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 16.155651 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23132 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.,2-100ft.,50ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4412 0410 X H Index 99.1851 Latitude 35:03:35.48 Longitude -97:28:36.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 24 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 23132 Vault Link http://plansrv1/bridgemaintvault/b23132 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.059856 Longitude DD -97.476778 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22675 x -10851065.291129 y 4172018.31337111
23131	4950T0626NX	23131	Mayes	CHEROKEE TP	S.H. 82 UNDER	4950T0670NX	43ft.-94ft.-43ft. PCBEAM SPANS, SK69LF	1991	36.188133	-95.15965	180.118	42.001	—	3	21	2	40	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	S	3300	2022	5	Unmatched
Raw data OBJECTID 22674 BRKEY 23131 NBI No. 23131 On Under 1 Structure No. 4950T0626NX Control No. 050 Lane Ind. N Milepoint 06260 Facility Carried CHEROKEE TP Feature Intersected S.H. 82 UNDER Division 08 County 097 Location 6.65 MI N OF CHEROKEE C/L Sufficiency 98.5 Kind Hwy 8 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 180.118 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.6 HS Inv. Rating Method 1 HS Inv. Method 32.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1900 Min Measured Clearance 1704 NBI Rating 23131 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 43ft.-94ft.-43ft. PCBEAM SPANS, SK69LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T0670NX H Index 100 Latitude 36:11:17.28 Longitude -95:09:34.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name CHEROKEE TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06.70S NBI Text 23131 Vault Link http://plansrv1/bridgemaintvault/b23131 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 36.188133 Longitude DD -95.15965 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22674 x -10593123.7820661 y 4326539.15676444
23033	3816 0622 X	23033	Kiowa	S.H. 9	CREEK	3816 0622 X	35ft.-50ft.-35ft. P/S CONC. BEAM SPANS	1992	35.09509722	-98.76242222	120.079	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.4	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	840	2022	4	Unmatched
Raw data OBJECTID 22666 BRKEY 23033 NBI No. 23033 On Under 1 Structure No. 3816 0622 X Control No. 016 Lane Ind. Milepoint 06220 Facility Carried S.H. 9 Feature Intersected CREEK Division 05 County 075 Location 1.0 MI W S.H. 115 Sufficiency 97.4 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1992 ADT Total 840 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.079 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1344 Future ADT Year 2042 Bypass Detour 39.146385 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23033 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.-50ft.-35ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3816 0622 X H Index 99.3122 Latitude 35:05:42.35 Longitude -98:45:44.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 23033 Vault Link http://plansrv1/bridgemaintvault/b23033 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.09509722 Longitude DD -98.76242222 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22666 x -10994182.5510407 y 4176811.99776551
22943	4022 1230NX	22943	Le Flore	U.S. 271	CEDAR CREEK	4022 1230NX	(5) 100ft. PC BEAM	1991	35.27805556	-94.4675	502.001	40	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10400	2022	5	Unmatched
Raw data OBJECTID 22664 BRKEY 22943 NBI No. 22943 On Under 1 Structure No. 4022 1230NX Control No. 022 Lane Ind. N Milepoint 12300 Facility Carried U.S. 271 Feature Intersected CEDAR CREEK Division 02 County 079 Location 12.30 E JCT US-59 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 10400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 502.001 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 98 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16640 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22943 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (5) 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4022 1230NX H Index 99.7077 Latitude 35:16:41 Longitude -94:28:03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 271 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 093 NBI Text 22943 Vault Link http://plansrv1/bridgemaintvault/b22943 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.27805556 Longitude DD -94.4675 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22664 x -10516073.9965136 y 4201732.28009808
22942	5586T0899NX	22942	Oklahoma	KILPATRICK TP	S.H. 74 UNDER	5586T0899NX	160ft. STEEL BM & 4-80	1991	35.6096	-97.58425833	478.018	58.701	—	1	0	3	56.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	25650	2022	5	Unmatched
Raw data OBJECTID 22663 BRKEY 22942 NBI No. 22942 On Under 1 Structure No. 5586T0899NX Control No. 086 Lane Ind. N Milepoint 08990 Facility Carried KILPATRICK TP Feature Intersected S.H. 74 UNDER Division 04 County 109 Location TURNPIKE & SH 74 Sufficiency 95.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 56.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 25650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 8.002 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 478.018 Deck Width 58.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 90.4 HS Inv. Rating Method 1 HS Inv. Method 54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 41040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1806 Min Measured Clearance 1608 NBI Rating 22942 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 160ft. STEEL BM & 4-80 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0899NX H Index 88.2288 Latitude 35:36:34.56 Longitude -97:35:03.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 126.19WB NBI Text 22942 Vault Link http://plansrv1/bridgemaintvault/b22942 GIS FO/SD FO H Inv. Method 32.4 Latitude DD 35.6096 Longitude DD -97.58425833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22663 x -10863029.9467349 y 4247035.05008309