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
15789	4317R1534EX	15789	Love	I-35 NB	S.H. 32 UNDER	4317 1534EX	35ft. - 45ft. - 45ft. - 35ft. continuous concrete slab spans with (2) 18ft. safety curbs	1963	33.94021111	-97.13472778	163.058	35	—	4	0	2	30	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13800	2010	5	Unmatched
Raw data OBJECTID 15196 BRKEY 15789 NBI No. 15789 On Under 1 Structure No. 4317R1534EX Control No. 017 Lane Ind. E Milepoint 15340 Facility Carried I-35 NB Feature Intersected S.H. 32 UNDER Division 07 County 085 Location 15.3 MI N TX S/L Sufficiency 70.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 13800 ADT Year 2010 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 9.4 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 163.058 Deck Width 35 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 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.525 HS Inv. Rating Method 1 HS Inv. Method 27.227 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22080 Future ADT Year 2030 Bypass Detour 0.1 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 1609 Min Measured Clearance 1606 NBI Rating 15789 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft. - 45ft. - 45ft. - 35ft. continuous concrete slab spans with (2) 18ft. safety curbs Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4317 1534EX H Index 82.3058 Latitude 33:56:24.76 Longitude -97:08:05.02 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 NB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 116 NBI Text 15789 Vault Link http://plansrv1/bridgemaintvault/b15789 GIS FO/SD Meets Standards H Inv. Method 18.188 Latitude DD 33.94021111 Longitude DD -97.13472778 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15196 x -10812988.4348128 y 4020776.66155342
15788	7616 1351 X	15788	Woods	U.S. 281	DRIFTWOOD CREEK	7616 1351 X	50ft.-60ft.-50ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS	1963	36.9915	-98.652986	162.073	31.001	—	3	30	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.1	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	980	2022	5	Unmatched
Raw data OBJECTID 15195 BRKEY 15788 NBI No. 15788 On Under 1 Structure No. 7616 1351 X Control No. 016 Lane Ind. Milepoint 13510 Facility Carried U.S. 281 Feature Intersected DRIFTWOOD CREEK Division 06 County 151 Location 13.5 MI N JCT US-64 Sufficiency 83.1 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 1963 ADT Total 980 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 162.073 Deck Width 31.001 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 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.9 HS Inv. Rating Method 1 HS Inv. Method 38.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1568 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 15788 ODOT County 76 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7616 1351 X H Index 75.0669 Latitude 36:59:29.4 Longitude -98:39:10.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 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 15788 Vault Link http://plansrv1/bridgemaintvault/b15788 GIS FO/SD Meets Standards H Inv. Method 30.7 Latitude DD 36.9915 Longitude DD -98.652986 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15195 x -10982000.1667559 y 4437922.06308345
15787	7281R0142EX	15787	Tulsa	U.S. 169	ADMIRAL PL. ST. UNDER	7281 0142EX	2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1963	36.16046944	-95.86066667	162.073	45	—	2	0	3	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.5	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	44000	2004	5	Unmatched
Raw data OBJECTID 15194 BRKEY 15787 NBI No. 15787 On Under 1 Structure No. 7281R0142EX Control No. 081 Lane Ind. E Milepoint 01420 Facility Carried U.S. 169 Feature Intersected ADMIRAL PL. ST. UNDER Division 08 County 143 Location 1.6 MI N JCT I-44 Sufficiency 76.5 Kind Hwy 2 Level Service 1 Route No. 00169 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 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 44000 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 10.899 Underclearance Left 10.4 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 8 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.855 HS Inv. Rating Method 1 HS Inv. Method 44.313 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70400 Future ADT Year 2024 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 1501 Max Measured Clearance 1503 Min Measured Clearance 1502 NBI Rating 15787 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0142EX H Index 94.4706 Latitude 36:09:37.69 Longitude -95:51:38.4 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15787 Vault Link http://plansrv1/bridgemaintvault/b15787 GIS FO/SD Meets Standards H Inv. Method 30.975 Latitude DD 36.16046944 Longitude DD -95.86066667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15194 x -10671160.6008081 y 4322724.24399272
15786	7281R0142WX	15786	Tulsa	U.S. 169	ADMIRAL PL. ST. UNDER	7281 0142WX	2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1963	36.16045833	-95.8611	162.073	57.001	—	2	0	3	52.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.5	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	44000	2004	5	Unmatched
Raw data OBJECTID 15193 BRKEY 15786 NBI No. 15786 On Under 1 Structure No. 7281R0142WX Control No. 081 Lane Ind. W Milepoint 01420 Facility Carried U.S. 169 Feature Intersected ADMIRAL PL. ST. UNDER Division 08 County 143 Location 1.6 MI N JCT I-44 Sufficiency 83.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System C 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 1963 ADT Total 44000 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 57.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 7 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.816 HS Inv. Rating Method 1 HS Inv. Method 38.912 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70400 Future ADT Year 2024 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 1411 Max Measured Clearance 1609 Min Measured Clearance 1502 NBI Rating 15786 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0142WX H Index 92.6777 Latitude 36:09:37.65 Longitude -95:51:39.96 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15786 Vault Link http://plansrv1/bridgemaintvault/b15786 GIS FO/SD Meets Standards H Inv. Method 26.345 Latitude DD 36.16045833 Longitude DD -95.8611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15193 x -10671208.8388831 y 4322722.7121509
15785	7281R0053EX	15785	Tulsa	U.S. 169	11TH ST. UNDER	7281 0053EX	2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1963	36.14777778	-95.86022778	162.073	32.999	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63.3	Fair (5)	Satisfactory (6)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	44000	2004	5	Unmatched
Raw data OBJECTID 15192 BRKEY 15785 NBI No. 15785 On Under 1 Structure No. 7281R0053EX Control No. 081 Lane Ind. E Milepoint 00530 Facility Carried U.S. 169 Feature Intersected 11TH ST. UNDER Division 08 County 143 Location 0.7 MI N JCT I-44 Sufficiency 63.3 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System C 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 1963 ADT Total 44000 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 12.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 32.999 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 6 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 71.65 HS Inv. Rating Method 1 HS Inv. Method 42.99 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70400 Future ADT Year 2024 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1408 Max Measured Clearance 1500 Min Measured Clearance 1411 NBI Rating 15785 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0053EX H Index 65.1876 Latitude 36:08:52 Longitude -95:51:36.82 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15785 Vault Link http://plansrv1/bridgemaintvault/b15785 GIS FO/SD Meets Standards H Inv. Method 30.203 Latitude DD 36.14777778 Longitude DD -95.86022778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15192 x -10671111.7437968 y 4320974.46509377
15701	4317 1383WX	15701	Love	I-35 SB	BILL'S CREEK	4317 1383WX	(3) 10ft. X 10ft. X 182ft. RCB SKEWED 45° WITH 3ft. ADDITIONAL CURTAIN WALLS	1963	33.91746944	-97.13599167	47.9	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14000	2022	5	Unmatched
Raw data OBJECTID 15191 BRKEY 15701 NBI No. 15701 On Under 1 Structure No. 4317 1383WX Control No. 017 Lane Ind. W Milepoint 13830 Facility Carried I-35 SB Feature Intersected BILL'S CREEK Division 07 County 085 Location 13.8 MI N TX S/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 14000 ADT Year 2022 Design Load HS 20 Skew 45 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 14 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22400 Future ADT Year 2042 Bypass Detour 0.1 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 15701 ODOT County 43 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 182ft. RCB SKEWED 45° WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 1383WX H Index 99.2124 Latitude 33:55:02.89 Longitude -97:08:09.57 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 SB Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 112 NBI Text 15701 Vault Link http://plansrv1/bridgemaintvault/b15701 GIS FO/SD Meets Standards H Inv. Method 85.2 Latitude DD 33.91746944 Longitude DD -97.13599167 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15191 x -10813129.1304041 y 4017725.56447528
15700	4606 0998 X	15700	McIntosh	U.S. 266	ELM CREEK	4606 0998 X	(12ft. - 14ft. - 12ft.) X 10ft. X 129ft. LONG RCB	1963	35.50734167	-95.64529722	42.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1100	2022	5	Unmatched
Raw data OBJECTID 15190 BRKEY 15700 NBI No. 15700 On Under 1 Structure No. 4606 0998 X Control No. 006 Lane Ind. Milepoint 09980 Facility Carried U.S. 266 Feature Intersected ELM CREEK Division 01 County 091 Location 0.6 W JCT SH-72 Sufficiency 97.8 Kind Hwy 2 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1963 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 0 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 16 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 42.001 Deck Width 0 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1760 Future ADT Year 2042 Bypass Detour 26.718961 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 15700 ODOT County 46 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 (12ft. - 14ft. - 12ft.) X 10ft. X 129ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4606 0998 X H Index 99.742 Latitude 35:30:26.43 Longitude -95:38:43.07 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 266 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06-0998 NBI Text 15700 Vault Link http://plansrv1/bridgemaintvault/b15700 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.50734167 Longitude DD -95.64529722 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15190 x -10647185.7833017 y 4233042.38420215
15699	7218R0982 XC	15699	Tulsa	U.S. 75 SD	MOOSER CREEK	7218R0982 XC	(12ft.-14ft.-12ft.)X 10ft.X 54ft. R.C.BOX	1963	36.10666667	-96.00833333	41.995	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	500	1999	5	Unmatched
Raw data OBJECTID 15189 BRKEY 15699 NBI No. 15699 On Under 1 Structure No. 7218R0982 XC Control No. 018 Lane Ind. Milepoint 09820 Facility Carried U.S. 75 SD Feature Intersected MOOSER CREEK Division 08 County 143 Location 0.1 MI E OF US 75 Sufficiency 97 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 53.999 Bridge System C 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 1963 ADT Total 500 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 04 Appr. Roadway Width 116.001 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 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. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 9 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 600 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. 0 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 15699 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 10ft.X 54ft. R.C.BOX Route Flag P Status Flag R On Off System 1 Frontage Ind. C Alt. Structure Name 7218R0982 XC H Index 100 Latitude 36:06:24 Longitude -96:00:30 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 75 SD Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15699 Vault Link http://plansrv1/bridgemaintvault/b15699 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.10666667 Longitude DD -96.00833333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15189 x -10687598.7782065 y 4315308.48491009
15698	1411 0878 X	15698	Cleveland	S.H. 9	CREEK	1411 0878 X	(12ft.-14ft.-12ft.)X 14ft. X 104ft. RDY R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS	1963	35.18917778	-97.26298056	41.995	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	7000	2022	5	Unmatched
Raw data OBJECTID 15188 BRKEY 15698 NBI No. 15698 On Under 1 Structure No. 1411 0878 X Control No. 011 Lane Ind. Milepoint 08780 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 027 Location 8.8 MI E JCT US77 Sufficiency 82.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 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 1963 ADT Total 7000 ADT Year 2022 Design Load HS 20 Skew 0 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 10 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 4 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 11200 Future ADT Year 2042 Bypass Detour 55.923407 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 15698 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 14ft. X 104ft. RDY R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1411 0878 X H Index 67 Latitude 35:11:21.04 Longitude -97:15:46.73 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15698 Vault Link http://plansrv1/bridgemaintvault/b15698 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.18917778 Longitude DD -97.26298056 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15188 x -10827265.4689753 y 4189619.45954754
15697	4732 0675 X	15697	Major	S.H. 58	CREEK	4732 0675 X	3-10ft. X 10ft. X 93.3ft.	1963	36.348381	-98.256511	44.948	66.001	—	3	45	2	63.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 15187 BRKEY 15697 NBI No. 15697 On Under 1 Structure No. 4732 0675 X Control No. 032 Lane Ind. Milepoint 06750 Facility Carried S.H. 58 Feature Intersected CREEK Division 06 County 093 Location 2.0 MI S JCT US 60 Sufficiency 95.8 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 63.999 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 1963 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 63.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 44.948 Deck Width 66.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 91.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 29.204446 School Bus Rte. 3 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 15697 ODOT County 47 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 10ft. X 93.3ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4732 0675 X H Index 95.9607 Latitude 36:20:54.17 Longitude -98:15:23.44 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15697 Vault Link http://plansrv1/bridgemaintvault/b15697 GIS FO/SD Meets Standards H Inv. Method 57.9 Latitude DD 36.348381 Longitude DD -98.256511 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15187 x -10937864.7716437 y 4348664.55442151
15696	1411R0655 X	15696	Cleveland	S.H. 9	CREEK	1411 0655 X	(13ft.-17ft.-13ft.) X 12ft.X	1963	35.18929444	-97.30271667	46.916	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	9100	2020	5	Unmatched
Raw data OBJECTID 15186 BRKEY 15696 NBI No. 15696 On Under 1 Structure No. 1411R0655 X Control No. 011 Lane Ind. Milepoint 06550 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 027 Location 6.6 MI E JCT US77 Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 1963 ADT Total 9100 ADT Year 2020 Design Load HS 20 Skew 0 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 10 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 14560 Future ADT Year 2040 Bypass Detour 55.923407 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 15696 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X 12ft.X Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1411 0655 X H Index 97.69 Latitude 35:11:21.46 Longitude -97:18:09.78 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15696 Vault Link http://plansrv1/bridgemaintvault/b15696 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.18929444 Longitude DD -97.30271667 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15186 x -10831688.8725066 y 4189635.35001108
15509	1206 0680 X	15509	Choctaw	U.S. 271	HORSE CREEK	1206 0680 X	(13ft. - 17ft. - 17ft. - 13ft.) X 14ft. X 170ft. RCB	1962	33.96240833	-95.52414167	65	0	—	4	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10600	2022	5	Unmatched
Raw data OBJECTID 15179 BRKEY 15509 NBI No. 15509 On Under 1 Structure No. 1206 0680 X Control No. 006 Lane Ind. Milepoint 06800 Facility Carried U.S. 271 Feature Intersected HORSE CREEK Division 02 County 023 Location 6.80 N TX S/L Sufficiency 82 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 1962 ADT Total 10600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 65 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. 1 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 8 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 16960 Future ADT Year 2042 Bypass Detour 0 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 15509 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (13ft. - 17ft. - 17ft. - 13ft.) X 14ft. X 170ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1206 0680 X H Index 99.6644 Latitude 33:57:44.67 Longitude -95:31:26.91 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 271 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 011 NBI Text 15509 Vault Link http://plansrv1/bridgemaintvault/b15509 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 33.96240833 Longitude DD -95.52414167 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15179 x -10633698.8091689 y 4023755.49951072
15508	2710 0102 X	15508	Grant	U.S. 81	CREEK	2710 0102 X	3-10ft.X 5ft.X 62ft. R.C. BOX SKEWED 45 DEG. RF W/ 4ft. CURTAIN WALLS	1962	36.68412778	-97.80400833	44.003	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 15178 BRKEY 15508 NBI No. 15508 On Under 1 Structure No. 2710 0102 X Control No. 010 Lane Ind. Milepoint 01020 Facility Carried U.S. 81 Feature Intersected CREEK Division 04 County 053 Location 1 MI N JCT US 60 Sufficiency 93.4 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 62.001 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 1962 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 45 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 4 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 44.003 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 55.17 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 21.12662 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15508 ODOT County 27 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 62ft. R.C. BOX SKEWED 45 DEG. RF W/ 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2710 0102 X H Index 99.1473 Latitude 36:41:02.86 Longitude -97:48:14.43 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15508 Vault Link http://plansrv1/bridgemaintvault/b15508 GIS FO/SD Meets Standards H Inv. Method 18.37 Latitude DD 36.68412778 Longitude DD -97.80400833 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15178 x -10887492.4048367 y 4395169.2538853
15505	6823 2284 X	15505	Sequoyah	I-40	LONG BRANCH CREEK	6823 2284 X	(13ft. - 17ft. - 13ft.) X 12ft. X 399ft. LONG RCB SK 30°	1962	35.44856667	-94.44521389	54.301	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16600	2022	5	Unmatched
Raw data OBJECTID 15175 BRKEY 15505 NBI No. 15505 On Under 1 Structure No. 6823 2284 X Control No. 023 Lane Ind. Milepoint 22840 Facility Carried I-40 Feature Intersected LONG BRANCH CREEK Division 01 County 135 Location 5.5 E JCT US-64 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 16600 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 4 Fill RCB 35 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 54.301 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26560 Future ADT Year 2042 Bypass Detour 0 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 15505 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 13ft.) X 12ft. X 399ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 2284 X H Index 66.5172 Latitude 35:26:54.84 Longitude -94:26:42.77 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-2284 NBI Text 15505 Vault Link http://plansrv1/bridgemaintvault/b15505 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.44856667 Longitude DD -94.44521389 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15175 x -10513593.1180966 y 4225007.8869213
15504	7421 0732 X	15504	Washington	U.S. 75	NELLIE BLY CREEK	7421 0732 X	(13ft.-17ft.-13ft.)X 9ft.X 227	1962	36.52994722	-95.92782778	53.15	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	13900	2022	5	Unmatched
Raw data OBJECTID 15174 BRKEY 15504 NBI No. 15504 On Under 1 Structure No. 7421 0732 X Control No. 021 Lane Ind. Milepoint 07320 Facility Carried U.S. 75 Feature Intersected NELLIE BLY CREEK Division 08 County 147 Location 7.4 MI N TULSA C/L Sufficiency 79.6 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1962 ADT Total 13900 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 4 Fill RCB 6 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 53.15 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22240 Future ADT Year 2042 Bypass Detour 1.864114 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 15504 ODOT County 74 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 9ft.X 227 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 0732 X H Index 97.3701 Latitude 36:31:47.81 Longitude -95:55:40.18 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15504 Vault Link http://plansrv1/bridgemaintvault/b15504 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.52994722 Longitude DD -95.92782778 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15174 x -10678636.9413744 y 4373788.45593345
15778	7281 0260 X	15778	Tulsa	U.S. 169	PINE ST UNDER	7281 0260EX	2-77ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG.	1963	36.17684444	-95.85619722	156.499	108.999	—	2	30	6	106.001	4 - Steel 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)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	60600	2022	5	Unmatched
Raw data OBJECTID 15173 BRKEY 15778 NBI No. 15778 On Under 1 Structure No. 7281 0260 X Control No. 081 Lane Ind. Milepoint 02600 Facility Carried U.S. 169 Feature Intersected PINE ST UNDER Division 08 County 143 Location 2.8 MI N JCT I-44 Sufficiency 98.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.999 Bridge System C 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 1963 ADT Total 60600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 106.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 52.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 156.499 Deck Width 108.999 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 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.3 HS Inv. Rating Method 1 HS Inv. Method 39.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 96960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1504 Min Measured Clearance 1501 NBI Rating 15778 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-77ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 0260EX H Index 93.4858 Latitude 36:10:36.64 Longitude -95:51:22.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15778 Vault Link http://plansrv1/bridgemaintvault/b15778 GIS FO/SD Meets Standards H Inv. Method 22.9 Latitude DD 36.17684444 Longitude DD -95.85619722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15173 x -10670663.06391 y 4324982.25766475
15777	7281R0260WX	15777	Tulsa	U.S. 169	PINE ST UNDER	7281 0260WX	2-77ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS SK. 60 DEG.	1963	36.17684167	-95.85655278	157.152	32.999	—	2	30	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	60.5	Fair (5)	Serious (3)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	28900	2008	5	Unmatched
Raw data OBJECTID 15172 BRKEY 15777 NBI No. 15777 On Under 1 Structure No. 7281R0260WX Control No. 081 Lane Ind. W Milepoint 02600 Facility Carried U.S. 169 Feature Intersected PINE ST UNDER Division 08 County 143 Location 2.8 MI N JCT I-44 Sufficiency 60.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System C 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 1963 ADT Total 28900 ADT Year 2008 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 9.501 Underclearance Left 2.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 157.152 Deck Width 32.999 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 3 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.257 HS Inv. Rating Method 1 HS Inv. Method 39.242 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 46240 Future ADT Year 2028 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1404 Max Measured Clearance 1602 Min Measured Clearance 1600 NBI Rating 15777 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-77ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS SK. 60 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0260WX H Index 61.0754 Latitude 36:10:36.63 Longitude -95:51:23.59 I257A _ I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15777 Vault Link http://plansrv1/bridgemaintvault/b15777 GIS FO/SD SD H Inv. Method 22.928 Latitude DD 36.17684167 Longitude DD -95.85655278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15172 x -10670702.6446681 y 4324981.87565857
15776	3324 0145 X	15776	Jackson	S.H. 34	GYPSUM CREEK	3324 0145 X	3-50ft. I-BEAM SPANS	1963	34.53296667	-99.56140833	150.919	32.001	—	3	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	550	2022	5	Unmatched
Raw data OBJECTID 15171 BRKEY 15776 NBI No. 15776 On Under 1 Structure No. 3324 0145 X Control No. 024 Lane Ind. Milepoint 01450 Facility Carried S.H. 34 Feature Intersected GYPSUM CREEK Division 05 County 065 Location 1.4 MI N JCT S.H. 6 Sufficiency 93.9 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1963 ADT Total 550 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.002 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 32.001 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 8 Super Rating 7 Sub Rating 7 Chan. Rating 8 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 66 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 880 Future ADT Year 2042 Bypass Detour 23.999941 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15776 ODOT County 33 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. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3324 0145 X H Index 94.9429 Latitude 34:31:58.68 Longitude -99:33:41.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 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 15776 Vault Link http://plansrv1/bridgemaintvault/b15776 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.53296667 Longitude DD -99.56140833 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15171 x -11083125.2779568 y 4100592.92017079
15775	4454T0106 X	15775	McClain	BAILEY A TP (I-44)	S.H. 76 UNDER	4454T0106 X	45ft.,56ft.,46ft. I-BM SPA	1963	35.248975	-97.65341944	150.919	88.002	—	3	0	4	78.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.4	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)	W	17400	2022	5	Unmatched
Raw data OBJECTID 15170 BRKEY 15775 NBI No. 15775 On Under 1 Structure No. 4454T0106 X Control No. 054 Lane Ind. Milepoint 01060 Facility Carried BAILEY A TP (I-44) Feature Intersected S.H. 76 UNDER Division 03 County 087 Location 3.0 MI S SH37 Sufficiency 89.4 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 39.003 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 17400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 78.002 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 9.003 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 81.001 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 88.002 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.8 HS Inv. Rating Method 1 HS Inv. Method 43.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27840 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1709 Min Measured Clearance 1611 NBI Rating 15775 ODOT County 44 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 0 Rt. Curb SW 0 Description 45ft.,56ft.,46ft. I-BM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4454T0106 X H Index 99.7797 Latitude 35:14:56.31 Longitude -97:39:12.31 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04.27 NBI Text 15775 Vault Link http://plansrv1/bridgemaintvault/b15775 GIS FO/SD Meets Standards H Inv. Method 34.4 Latitude DD 35.248975 Longitude DD -97.65341944 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15170 x -10870728.9262828 y 4197767.53812233
15695	1411 0441 X	15695	Cleveland	S.H. 9	CREEK	1411 0441 X	TRIPLE 10ft. X 10ft. (12ft.) X 259ft. R.C. BOX SKEWED 45 DEG	1963	35.18905278	-97.34064444	47.9	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	9100	2022	5	Unmatched
Raw data OBJECTID 15168 BRKEY 15695 NBI No. 15695 On Under 1 Structure No. 1411 0441 X Control No. 011 Lane Ind. Milepoint 04410 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 027 Location 4.4 MI E JCT US77 Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 1963 ADT Total 9100 ADT Year 2022 Design Load HS 20 Skew 45 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 15 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 93.99 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14560 Future ADT Year 2042 Bypass Detour 55.923407 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 15695 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description TRIPLE 10ft. X 10ft. (12ft.) X 259ft. R.C. BOX SKEWED 45 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1411 0441 X H Index 98.2979 Latitude 35:11:20.59 Longitude -97:20:26.32 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15695 Vault Link http://plansrv1/bridgemaintvault/b15695 GIS FO/SD Meets Standards H Inv. Method 80.26 Latitude DD 35.18905278 Longitude DD -97.34064444 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15168 x -10835910.9725499 y 4189602.43310325
15694	7281 0408 X	15694	Tulsa	U.S. 169	CREEK	7281 0408 X	(13ft.-17ft.-13ft.)X 10ft.X	1963	36.19739167	-95.85153333	46.916	0	—	3	0	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	60.5	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	60600	2022	5	Unmatched
Raw data OBJECTID 15167 BRKEY 15694 NBI No. 15694 On Under 1 Structure No. 7281 0408 X Control No. 081 Lane Ind. Milepoint 04080 Facility Carried U.S. 169 Feature Intersected CREEK Division 08 County 143 Location 4.1 MI N JCT I-44 Sufficiency 60.5 Kind Hwy 2 Level Service 1 Route No. 00169 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 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 60600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB FG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.9 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 96960 Future ADT Year 2042 Bypass Detour 3.106856 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 15694 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 10ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 0408 X H Index 99.0206 Latitude 36:11:50.61 Longitude -95:51:05.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15694 Vault Link http://plansrv1/bridgemaintvault/b15694 GIS FO/SD Meets Standards H Inv. Method 17.5 Latitude DD 36.19739167 Longitude DD -95.85153333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15167 x -10670143.8820501 y 4327816.26438056
15693	6737 0252SX	15693	Seminole	I-40	CREEK	6737 0252SX	(12ft.-14ft.-12ft.)X 10ft.X 84ft. RDY R.C.BOX	1963	35.38382778	-96.73195833	41.995	40	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8900	2022	5	Unmatched
Raw data OBJECTID 15166 BRKEY 15693 NBI No. 15693 On Under 1 Structure No. 6737 0252SX Control No. 037 Lane Ind. S Milepoint 02520 Facility Carried I-40 Feature Intersected CREEK Division 03 County 133 Location 2.5 MI E POTT CO Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 8900 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 N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 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 14240 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 15693 ODOT County 67 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 10ft.X 84ft. RDY R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 0252SX H Index 94.6523 Latitude 35:23:01.78 Longitude -96:43:55.05 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15693 Vault Link http://plansrv1/bridgemaintvault/b15693 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.38382778 Longitude DD -96.73195833 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15166 x -10768152.3447318 y 4216164.91838405
15692	6737 0252NX	15692	Seminole	I-40	CREEK	6737 0252NX	(12ft.-14ft.-12ft.)X 10ft.X 98ft. RDY R.C.BOX	1963	35.38475556	-96.73193611	41.995	37.999	—	3	0	2	37.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8900	2022	5	Unmatched
Raw data OBJECTID 15165 BRKEY 15692 NBI No. 15692 On Under 1 Structure No. 6737 0252NX Control No. 037 Lane Ind. N Milepoint 02520 Facility Carried I-40 Feature Intersected CREEK Division 03 County 133 Location 2.5 MI E POTT CO Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 8900 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 N No. Lanes 2 Fill RCB 7 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 37.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 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 15692 ODOT County 67 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 10ft.X 98ft. RDY R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 0252NX H Index 94.1418 Latitude 35:23:05.12 Longitude -96:43:54.97 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15692 Vault Link http://plansrv1/bridgemaintvault/b15692 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.38475556 Longitude DD -96.73193611 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15165 x -10768149.8712127 y 4216291.59776213
15691	7281 0151 X	15691	Tulsa	U.S. 169	CREEK	7281 0151 X	(13ft.-17ft.-13ft.)X 10ft.X	1963	36.16184444	-95.86043333	46.916	0	—	3	0	10	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	116300	2022	5	Unmatched
Raw data OBJECTID 15164 BRKEY 15691 NBI No. 15691 On Under 1 Structure No. 7281 0151 X Control No. 081 Lane Ind. Milepoint 01510 Facility Carried U.S. 169 Feature Intersected CREEK Division 08 County 143 Location 1.7 MI N JCT I-44 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 63.999 Bridge System C 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 1963 ADT Total 116300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 10 Fill RCB 15 Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 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 N Super Rating N Sub Rating N Chan. Rating 8 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 186080 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15691 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 10ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 0151 X H Index 95.1722 Latitude 36:09:42.64 Longitude -95:51:37.56 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15691 Vault Link http://plansrv1/bridgemaintvault/b15691 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.16184444 Longitude DD -95.86043333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15164 x -10671134.6255181 y 4322913.8300522
15690	4014 0102 X	15690	Le Flore	U.S. 271	PRAIRIE CREEK	4014 0102 X	(13ft. - 17ft. - 13ft.) X 10ft. X 40ft. RCB	1963	34.69500278	-95.04263056	47.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2600	2022	5	Unmatched
Raw data OBJECTID 15163 BRKEY 15690 NBI No. 15690 On Under 1 Structure No. 4014 0102 X Control No. 014 Lane Ind. Milepoint 01020 Facility Carried U.S. 271 Feature Intersected PRAIRIE CREEK Division 02 County 079 Location 1.02 N PUSHMATAHA C/L Sufficiency 99.6 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1963 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 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 FG Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.001 Deck Width 0 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4160 Future ADT Year 2042 Bypass Detour 1.864114 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 15690 ODOT County 40 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 10ft. X 40ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4014 0102 X H Index 98.7067 Latitude 34:41:42.01 Longitude -95:02:33.47 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 271 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 075 NBI Text 15690 Vault Link http://plansrv1/bridgemaintvault/b15690 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.69500278 Longitude DD -95.04263056 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15163 x -10580097.2375924 y 4122510.09929213
15503	7285R0587 X	15503	Tulsa	S.H. 51	MUD CREEK	7285R0587 X	(13ft.-17ft.-13ft.)X 12ft.X	1962	36.13804444	-96.19398333	54.134	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.7	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	8890	1999	5	Unmatched
Raw data OBJECTID 15156 BRKEY 15503 NBI No. 15503 On Under 1 Structure No. 7285R0587 X Control No. 085 Lane Ind. Milepoint 05870 Facility Carried S.H. 51 Feature Intersected MUD CREEK Division 08 County 143 Location 5.9 MI E C/L Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 93.999 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 1962 ADT Total 8890 ADT Year 1999 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 08 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 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. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 9 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 9000 Future ADT Year 2017 Bypass Detour 1.864114 School Bus Rte. 3 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 15503 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 12ft.X Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7285R0587 X H Index 100 Latitude 36:08:16.96 Longitude -96:11:38.34 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15503 Vault Link http://plansrv1/bridgemaintvault/b15503 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.13804444 Longitude DD -96.19398333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15156 x -10708265.2416722 y 4319632.7368754
15795	5603 0549SX	15795	Okmulgee	I-40 EB	BNSF R.R. UNDER	5603 0549SX	58ft. - 60ft. - 58ft. I-BEAM SK 44°	1963	35.43278889	-95.991075	178.999	42.999	—	3	46	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15150 BRKEY 15795 NBI No. 15795 On Under 1 Structure No. 5603 0549SX Control No. 003 Lane Ind. S Milepoint 05490 Facility Carried I-40 EB Feature Intersected BNSF R.R. UNDER Division 01 County 111 Location 5.49 E OKFUSKEE C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 46 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 19.199 Underclearance Left 15.098 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 178.999 Deck Width 42.999 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 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.8 HS Inv. Rating Method 1 HS Inv. Method 36.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 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 2302 Min Measured Clearance 2301 NBI Rating 15795 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 58ft. - 60ft. - 58ft. I-BEAM SK 44° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0549SX H Index 87.5206 Latitude 35:25:58.04 Longitude -95:59:27.87 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0549S NBI Text 15795 Vault Link http://plansrv1/bridgemaintvault/b15795 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.43278889 Longitude DD -95.991075 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15150 x -10685677.5896989 y 4222852.07587806
15794	5603 0549NX	15794	Okmulgee	I-40 WB	BNSF R.R. UNDER	5603 0549NX	58ft. - 60ft. - 58ft. I-BEAM SK 44°	1963	35.43311944	-95.99059167	178.999	42.999	—	3	46	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15149 BRKEY 15794 NBI No. 15794 On Under 1 Structure No. 5603 0549NX Control No. 003 Lane Ind. N Milepoint 05490 Facility Carried I-40 WB Feature Intersected BNSF R.R. UNDER Division 01 County 111 Location 5.49 E OKFUSKEE C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 46 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 19.199 Underclearance Left 15.4 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 178.999 Deck Width 42.999 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 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.8 HS Inv. Rating Method 1 HS Inv. Method 36.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 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 2208 Min Measured Clearance 2207 NBI Rating 15794 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 58ft. - 60ft. - 58ft. I-BEAM SK 44° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0549NX H Index 81.4441 Latitude 35:25:59.23 Longitude -95:59:26.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0549N NBI Text 15794 Vault Link http://plansrv1/bridgemaintvault/b15794 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.43311944 Longitude DD -95.99059167 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15149 x -10685623.7856494 y 4222897.2365394
15793	1649 0200 X	15793	Comanche	CO. RD. E1710	I-44 UNDER	1649 0200 X	32ft.,2-55ft.,32ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS	1963	34.53638889	-98.4125	175.853	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.1	Satisfactory (6)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	230	2022	5	Unmatched
Raw data OBJECTID 15148 BRKEY 15793 NBI No. 15793 On Under 1 Structure No. 1649 0200 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1710 Feature Intersected I-44 UNDER Division 07 County 031 Location 2.0 MI.N. S.H. 36 Sufficiency 78.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 230 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 175.853 Deck Width 28.999 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 5 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 368 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1608 Min Measured Clearance 1603 NBI Rating 15793 ODOT County 16 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 1.499 Rt. Curb SW 1.499 Description 32ft.,2-55ft.,32ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0200 X H Index 89.5416 Latitude 34:32:11 Longitude -98:24:45 I257A 0 I257B 0 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E 1710 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 102 NBI Text 15793 Vault Link http://plansrv1/bridgemaintvault/b15793 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 34.53638889 Longitude DD -98.4125 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15148 x -10955229.387693 y 4101055.37167047
15792	1649 0100 X	15792	Comanche	CO. RD.	I-44 UNDER	1649 0100 X	32ft.,2-55ft.,32ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS	1963	34.52166667	-98.4125	175.853	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.6	Satisfactory (6)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	300	2022	5	Unmatched
Raw data OBJECTID 15147 BRKEY 15792 NBI No. 15792 On Under 1 Structure No. 1649 0100 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-44 UNDER Division 07 County 031 Location 1.0 MI.N. S.H. 36 Sufficiency 72.6 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 300 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 175.853 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 3.728227 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 1611 Min Measured Clearance 1603 NBI Rating 15792 ODOT County 16 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 1.499 Rt. Curb SW 1.499 Description 32ft.,2-55ft.,32ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0100 X H Index 89.7963 Latitude 34:31:18 Longitude -98:24:45 I257A 0 I257B 0 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 101 NBI Text 15792 Vault Link http://plansrv1/bridgemaintvault/b15792 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 34.52166667 Longitude DD -98.4125 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15147 x -10955229.387693 y 4099066.06332833
15791	4403 0086 X	15791	McClain	CO. RD.	I-44 UNDER	4403 0086 X	30ft.,2-55ft.-30ft. CONC.	1963	35.29861111	-97.59972222	171.916	28.871	—	4	0	2	23.95	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57.7	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 15146 BRKEY 15791 NBI No. 15791 On Under 1 Structure No. 4403 0086 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-44 UNDER Division 03 County 087 Location 0.2 MI.S.CLEVELAND CO Sufficiency 57.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.95 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1963 ADT Total 1000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 23.95 Ref. Underclearance Rt. H Underclearance Right 19.029 Underclearance Left 9.843 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.95 Span Type Main M Material 1 - Concrete Design 01 Length 171.916 Deck Width 28.871 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 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 34.175415 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 15791 ODOT County 44 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 1.64 Rt. Curb SW 1.64 Description 30ft.,2-55ft.-30ft. CONC. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4403 0086 X H Index 89.319 Latitude 35:17:55 Longitude -97:35:59 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15791 Vault Link http://plansrv1/bridgemaintvault/b15791 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.29861111 Longitude DD -97.59972222 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 15146 x -10864751.3790953 y 4204535.6108191
15790	4317R1534WX	15790	Love	I-35 SB	S.H. 32 UNDER	4317 1534WX	35ft. - 45ft. - 45ft. - 35ft. continuous concrete slab spans with (2) 18ft. safety curbs	1963	33.94021111	-97.13523056	163.058	35	—	4	0	2	30	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13800	2010	5	Unmatched
Raw data OBJECTID 15145 BRKEY 15790 NBI No. 15790 On Under 1 Structure No. 4317R1534WX Control No. 017 Lane Ind. W Milepoint 15340 Facility Carried I-35 SB Feature Intersected S.H. 32 UNDER Division 07 County 085 Location 15.3 MI N TX S/L Sufficiency 71.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 13800 ADT Year 2010 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 9.902 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 163.058 Deck Width 35 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 6 Sub Rating 7 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 45.525 HS Inv. Rating Method 1 HS Inv. Method 27.227 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22080 Future ADT Year 2030 Bypass Detour 0.1 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 1606 Min Measured Clearance 1604 NBI Rating 15790 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft. - 45ft. - 45ft. - 35ft. continuous concrete slab spans with (2) 18ft. safety curbs Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4317 1534WX H Index 84.3613 Latitude 33:56:24.76 Longitude -97:08:06.83 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 117 NBI Text 15790 Vault Link http://plansrv1/bridgemaintvault/b15790 GIS FO/SD Meets Standards H Inv. Method 18.188 Latitude DD 33.94021111 Longitude DD -97.13523056 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15145 x -10813044.4040264 y 4020776.66155342
15689	4133R0071 X	15689	Lincoln	U.S. 177	BRUSH CREEK	4133 0071 X	(12ft.-14ft.-12ft.) X 10ft. X 60ft. RDY R.C. BOX WITH 4ft. CURTAIN WALLS	1963	35.47395278	-97.00042222	41.995	43.999	—	3	0	2	43.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.2	Poor (4)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Poor (4)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3200	2015	5	Unmatched
Raw data OBJECTID 15144 BRKEY 15689 NBI No. 15689 On Under 1 Structure No. 4133R0071 X Control No. 033 Lane Ind. Milepoint 00710 Facility Carried U.S. 177 Feature Intersected BRUSH CREEK Division 03 County 081 Location 0.7 MI N POTT C/L Sufficiency 66.2 Kind Hwy 2 Level Service 1 Route No. 00177 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 06 - Minor Arterial (Rural) Year Built 1963 ADT Total 3200 ADT Year 2015 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 N No. Lanes 2 Fill RCB 02 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 43.999 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 N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 4 Structure Rating 4 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 5120 Future ADT Year 2035 Bypass Detour 19.262507 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 15689 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 10ft. X 60ft. RDY R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4133 0071 X H Index 93.2626 Latitude 35:28:26.23 Longitude -97:00:01.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 177 Scour 5 Design Structure 19 - Culvert FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15689 Vault Link http://plansrv1/bridgemaintvault/b15689 GIS FO/SD SD H Inv. Method 19.952 Latitude DD 35.47395278 Longitude DD -97.00042222 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15144 x -10798037.6082629 y 4228477.42802183
15688	6341 0029 X	15688	Pottawatomie	I-40	CREEK	6341 0029 X	3-10 ft. X 10 ft. X 162 ft. R.C.BOX SK. 45 DEG. W/ 3 ft. CURTAIN WALL @ BOTH ENDS	1963	35.38361667	-96.90672222	47.9	0	—	3	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	20500	2022	5	Unmatched
Raw data OBJECTID 15143 BRKEY 15688 NBI No. 15688 On Under 1 Structure No. 6341 0029 X Control No. 041 Lane Ind. Milepoint 00290 Facility Carried I-40 Feature Intersected CREEK Division 03 County 125 Location 0.3 MI E JCT SH 18 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 20500 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.9 HS Inv. Rating Method 1 HS Inv. Method 99.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 32800 Future ADT Year 2042 Bypass Detour 9.941939 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 15688 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10 ft. X 10 ft. X 162 ft. R.C.BOX SK. 45 DEG. W/ 3 ft. CURTAIN WALL @ BOTH ENDS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6341 0029 X H Index 98.1022 Latitude 35:23:01.02 Longitude -96:54:24.2 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15688 Vault Link http://plansrv1/bridgemaintvault/b15688 GIS FO/SD Meets Standards H Inv. Method 85.2 Latitude DD 35.38361667 Longitude DD -96.90672222 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15143 x -10787606.9719756 y 4216136.09356057
15588	7209 0358 X	15588	Tulsa	W 23RD ST S	I-244/ UNION/ BNSF R.R.	7209 0358 X	18 I-BM. SPANS OF VARIOUS LENGTHS & SK. WITH 2-4ft. SIDEWALKS SK. 64 DEG.33ft.	1962	36.13001667	-96.008825	1025.919	68.66	—	15	99	4	60.91	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	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)	A	5000	2022	5	Unmatched
Raw data OBJECTID 15133 BRKEY 15588 NBI No. 15588 On Under 1 Structure No. 7209 0358 X Control No. Lane Ind. Milepoint Facility Carried W 23RD ST S Feature Intersected I-244/ UNION/ BNSF R.R. Division 08 County 143 Location 3.5 N I-44 Sufficiency 97.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 60.91 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1962 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 15 Road Width 60.91 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60.91 Span Type Main M Material 3 - Steel Design 02 Length 1025.919 Deck Width 68.66 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 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 76.8 HS Inv. Rating Method 1 HS Inv. Method 46.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1704 Min Measured Clearance 1702 NBI Rating 15588 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 5 Description 18 I-BM. SPANS OF VARIOUS LENGTHS & SK. WITH 2-4ft. SIDEWALKS SK. 64 DEG.33ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0358 X H Index 69.8189 Latitude 36:07:48.06 Longitude -96:00:31.77 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name W 23RD ST S OVER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15588 Vault Link http://plansrv1/bridgemaintvault/b15588 GIS FO/SD Meets Standards H Inv. Method 36.5 Latitude DD 36.13001667 Longitude DD -96.008825 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15133 x -10687653.5106605 y 4318526.2445009
15496	6419 3180 X	15496	Pushmataha	S.H. 2	CREEK	6419 3180 X	(12ft. - 14ft. - 12ft.) X 10ft. X 46.4ft. LONG RCB	1962	34.57035833	-95.37191111	42.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1000	2022	5	Unmatched
Raw data OBJECTID 15131 BRKEY 15496 NBI No. 15496 On Under 1 Structure No. 6419 3180 X Control No. 019 Lane Ind. Milepoint 31800 Facility Carried S.H. 2 Feature Intersected CREEK Division 02 County 127 Location 31.80 N JCT SH-3 Sufficiency 94.2 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 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 1962 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 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 30 Span Type Main M Material 1 - Concrete Design 19 Length 42.001 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1600 Future ADT Year 2042 Bypass Detour 36.039529 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 15496 ODOT County 64 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 (12ft. - 14ft. - 12ft.) X 10ft. X 46.4ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 3180 X H Index 91.4318 Latitude 34:34:13.29 Longitude -95:22:18.88 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 2 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 085 NBI Text 15496 Vault Link http://plansrv1/bridgemaintvault/b15496 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.57035833 Longitude DD -95.37191111 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15131 x -10616752.5807465 y 4105646.76208391
15495	6419 2829 X	15495	Pushmataha	S.H. 2	LITTLE CEDAR CREEK	6419 2829 X	(13ft. - 17ft. - 13ft.) X 11ft. X 51.4ft. LONG RCB	1962	34.55616944	-95.43038889	47.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.2	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	1000	2022	5	Unmatched
Raw data OBJECTID 15130 BRKEY 15495 NBI No. 15495 On Under 1 Structure No. 6419 2829 X Control No. 019 Lane Ind. Milepoint 28290 Facility Carried S.H. 2 Feature Intersected LITTLE CEDAR CREEK Division 02 County 127 Location 28.29 N JCT SH-3 Sufficiency 94.2 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1962 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 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 5 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 47.001 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1600 Future ADT Year 2042 Bypass Detour 36.039529 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 15495 ODOT County 64 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 11ft. X 51.4ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 2829 X H Index 98.2857 Latitude 34:33:22.21 Longitude -95:25:49.4 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 2 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 083 NBI Text 15495 Vault Link http://plansrv1/bridgemaintvault/b15495 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.55616944 Longitude DD -95.43038889 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15130 x -10623262.2974389 y 4103728.72993134
15494	6823 1789 X	15494	Sequoyah	I-40	CREEK	6823 1789 X	(12ft. - 14ft. - 12ft.) X 10ft. X 153.7ft. LONG RCB SK 30°	1962	35.40984722	-94.51737778	48.501	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16600	2022	5	Unmatched
Raw data OBJECTID 15129 BRKEY 15494 NBI No. 15494 On Under 1 Structure No. 6823 1789 X Control No. 023 Lane Ind. Milepoint 17890 Facility Carried I-40 Feature Intersected CREEK Division 01 County 135 Location 0.5 E JCT US-64 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 53.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 16600 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 4 Fill RCB 5 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 48.501 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26560 Future ADT Year 2042 Bypass Detour 0 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 15494 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 10ft. X 153.7ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1789 X H Index 95.2584 Latitude 35:24:35.45 Longitude -94:31:02.56 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1789 NBI Text 15494 Vault Link http://plansrv1/bridgemaintvault/b15494 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.40984722 Longitude DD -94.51737778 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15129 x -10521626.3655851 y 4219718.17379904
15493	4317 1104 X	15493	Love	I-35	CLOUDS BRANCH CREEK	4317 1104 X	(12ft. - 14ft. - 12ft.) X 14ft. X 164ft. RCB SKEWED 30°	1962	33.87788889	-97.13408333	48.885	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	58.3	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	25500	2022	5	Unmatched
Raw data OBJECTID 15128 BRKEY 15493 NBI No. 15493 On Under 1 Structure No. 4317 1104 X Control No. 017 Lane Ind. Milepoint 11040 Facility Carried I-35 Feature Intersected CLOUDS BRANCH CREEK Division 07 County 085 Location 11.0 MI N TX S/L Sufficiency 58.3 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 25500 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 4 Fill RCB 6 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 48.885 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40800 Future ADT Year 2042 Bypass Detour 60.894376 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 15493 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 14ft. X 164ft. RCB SKEWED 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 1104 X H Index 96.2913 Latitude 33:52:40.4 Longitude -97:08:02.7 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 109 NBI Text 15493 Vault Link http://plansrv1/bridgemaintvault/b15493 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 33.87788889 Longitude DD -97.13408333 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15128 x -10812916.694967 y 4012417.24917133
15492	1732 0722 X	15492	Cotton	S.H. 65	CREEK	1732 0722 X	(12-ft.14ft.-12ft.)X 11ft.X 38ft. R.C. BOX SK. 30DEG. WITH HANDRAILS & 4ft. CURTAIN WA	1962	34.46722222	-98.22638889	47.9	38.002	—	3	30	2	36.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	620	2022	5	Unmatched
Raw data OBJECTID 15127 BRKEY 15492 NBI No. 15492 On Under 1 Structure No. 1732 0722 X Control No. 032 Lane Ind. Milepoint 07220 Facility Carried S.H. 65 Feature Intersected CREEK Division 07 County 033 Location 7.3 MI N JCT SH 53 Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00065 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1962 ADT Total 620 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 36.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 38.002 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.55 HS Inv. Rating Method 1 HS Inv. Method 36.92 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 992 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15492 ODOT County 17 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 (12-ft.14ft.-12ft.)X 11ft.X 38ft. R.C. BOX SK. 30DEG. WITH HANDRAILS & 4ft. CURTAIN WA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1732 0722 X H Index 97.6223 Latitude 34:28:02 Longitude -98:13:35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 65 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 71 NBI Text 15492 Vault Link http://plansrv1/bridgemaintvault/b15492 GIS FO/SD Meets Standards H Inv. Method 20.51 Latitude DD 34.46722222 Longitude DD -98.22638889 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15127 x -10934511.5936969 y 4091712.42605517
15773	5603 0582SX	15773	Okmulgee	I-40 EB	COAL CREEK	5603 0582SX	55ft. - 40ft. - 50ft. I-BEAM SK 30°	1963	35.43254167	-95.98528333	147.001	42.999	—	3	30	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15126 BRKEY 15773 NBI No. 15773 On Under 1 Structure No. 5603 0582SX Control No. 003 Lane Ind. S Milepoint 05820 Facility Carried I-40 EB Feature Intersected COAL CREEK Division 01 County 111 Location 5.82 E OKFUSKEE C/L Sufficiency 92.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 30 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 Appr. Roadway Width 46.001 Span Type Main M Material 3 - Steel Design 02 Length 147.001 Deck Width 42.999 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 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 71.8 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 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 15773 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 55ft. - 40ft. - 50ft. I-BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0582SX H Index 96.8411 Latitude 35:25:57.15 Longitude -95:59:07.02 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0582S NBI Text 15773 Vault Link http://plansrv1/bridgemaintvault/b15773 GIS FO/SD Meets Standards H Inv. Method 30.2 Latitude DD 35.43254167 Longitude DD -95.98528333 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15126 x -10685032.8639437 y 4222818.3001145
15772	5603 0582NX	15772	Okmulgee	I-40 WB	COAL CREEK	5603 0582NX	55ft. - 40ft. - 50ft. I-BEAM SK 31°	1963	35.43290278	-95.98501944	147.001	42.999	—	3	30	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15125 BRKEY 15772 NBI No. 15772 On Under 1 Structure No. 5603 0582NX Control No. 003 Lane Ind. N Milepoint 05820 Facility Carried I-40 WB Feature Intersected COAL CREEK Division 01 County 111 Location 5.82 E OKFUSKEE C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 30 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 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 147.001 Deck Width 42.999 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 8 Super Rating 7 Sub Rating 7 Chan. Rating 7 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 67.8 HS Inv. Rating Method 1 HS Inv. Method 40.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 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 15772 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 55ft. - 40ft. - 50ft. I-BEAM SK 31° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0582NX H Index 99.2923 Latitude 35:25:58.45 Longitude -95:59:06.07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0582N NBI Text 15772 Vault Link http://plansrv1/bridgemaintvault/b15772 GIS FO/SD Meets Standards H Inv. Method 28.5 Latitude DD 35.43290278 Longitude DD -95.98501944 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15125 x -10685003.4878433 y 4222867.63582603
15771	5603R0563SX	15771	Okmulgee	I-40	ABANDONED BNSF RR UNDER	5603 0563SX	(3) 49ft. I-BEAM SK 35°	1963	35.43265	-95.98865278	148.999	42.999	—	3	35	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7650	2014	5	Unmatched
Raw data OBJECTID 15124 BRKEY 15771 NBI No. 15771 On Under 1 Structure No. 5603R0563SX Control No. 003 Lane Ind. S Milepoint 05630 Facility Carried I-40 Feature Intersected ABANDONED BNSF RR UNDER Division 01 County 111 Location 5.63 E OKFUSKEE C/L Sufficiency 83.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2014 Design Load HS 20 Skew 35 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 -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 148.999 Deck Width 42.999 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 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 89.949 HS Inv. Rating Method 1 HS Inv. Method 53.903 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2034 Bypass Detour 0.1 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 15771 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description (3) 49ft. I-BEAM SK 35° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5603 0563SX H Index 76.6604 Latitude 35:25:57.54 Longitude -95:59:19.15 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0563S NBI Text 15771 Vault Link http://plansrv1/bridgemaintvault/b15771 GIS FO/SD SD H Inv. Method 41.557 Latitude DD 35.43265 Longitude DD -95.98865278 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15124 x -10685407.9494019 y 4222833.10039485
15770	5603R0563NX	15770	Okmulgee	I-40	ABANDONED BNSF RR UNDER	5603 0563NX	(3) 49ft. I-BEAM SK 35°	1963	35.433	-95.98832778	148.999	42.999	—	3	35	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7650	2014	5	Unmatched
Raw data OBJECTID 15123 BRKEY 15770 NBI No. 15770 On Under 1 Structure No. 5603R0563NX Control No. 003 Lane Ind. N Milepoint 05630 Facility Carried I-40 Feature Intersected ABANDONED BNSF RR UNDER Division 01 County 111 Location 5.63 E OKFUSKEE C/L Sufficiency 83.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2014 Design Load HS 20 Skew 35 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 -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 148.999 Deck Width 42.999 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 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 89.949 HS Inv. Rating Method 1 HS Inv. Method 53.903 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2034 Bypass Detour 0.1 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 15770 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description (3) 49ft. I-BEAM SK 35° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5603 0563NX H Index 79.1692 Latitude 35:25:58.8 Longitude -95:59:17.98 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0563N NBI Text 15770 Vault Link http://plansrv1/bridgemaintvault/b15770 GIS FO/SD SD H Inv. Method 41.557 Latitude DD 35.433 Longitude DD -95.98832778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15123 x -10685371.7705674 y 4222880.91829266
15769	7278 0253SXR	15769	Tulsa	I-44 RAMP	TSU R.R. UNDER	7278 0253SXR	24ft.(29ft.,39ft.,29ft.CONT)	1963	36.08961667	-95.99549722	148.95	24.934	—	3	22	1	20.013	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	37500	2022	5	Unmatched
Raw data OBJECTID 15122 BRKEY 15769 NBI No. 15769 On Under 1 Structure No. 7278 0253SXR Control No. 078 Lane Ind. S Milepoint 02530 Facility Carried I-44 RAMP Feature Intersected TSU R.R. UNDER Division 08 County 143 Location .5 MI E JCT US 75 Sufficiency 90.1 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 37500 ADT Year 2022 Design Load HS 20 Skew 22 No. Main Spans 3 Road Width 20.013 Ref. Underclearance Rt. R Underclearance Right 9.843 Underclearance Left 23.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 20.013 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 148.95 Deck Width 24.934 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.4 HS Inv. Rating Method 1 HS Inv. Method 31.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 60000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2300 Min Measured Clearance 2300 NBI Rating 15769 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 24ft.(29ft.,39ft.,29ft.CONT) Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7278 0253SXR H Index 98.8282 Latitude 36:05:22.62 Longitude -95:59:43.79 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 15769 Vault Link http://plansrv1/bridgemaintvault/b15769 GIS FO/SD Meets Standards H Inv. Method 19.4 Latitude DD 36.08961667 Longitude DD -95.99549722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15122 x -10686169.8689775 y 4312959.50445585
15768	7286R0032EX	15768	Tulsa	U.S. 64	S.H. 151 UNDER	7286 0032EX	31ft.-40ft.-40ft.-30ft. I-BM	1963	36.15815556	-96.24653889	142.06	31.001	—	4	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	20.9	Serious (3)	Serious (3)	Satisfactory (6)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	16000	2016	5	Unmatched
Raw data OBJECTID 15121 BRKEY 15768 NBI No. 15768 On Under 1 Structure No. 7286R0032EX Control No. 086 Lane Ind. E Milepoint 00320 Facility Carried U.S. 64 Feature Intersected S.H. 151 UNDER Division 08 County 143 Location 0.3 MI SE C/L Sufficiency 20.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1963 ADT Total 16000 ADT Year 2016 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 31.998 Span Type Main M Material 3 - Steel Design 02 Length 142.06 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 3 Super Rating 6 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.329 HS Inv. Rating Method 1 HS Inv. Method 25.353 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25600 Future ADT Year 2036 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1700 Min Measured Clearance 1610 NBI Rating 15768 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft.-40ft.-40ft.-30ft. I-BM Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7286 0032EX H Index 57.3443 Latitude 36:09:29.36 Longitude -96:14:47.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15768 Vault Link http://plansrv1/bridgemaintvault/b15768 GIS FO/SD SD H Inv. Method 15.873 Latitude DD 36.15815556 Longitude DD -96.24653889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15121 x -10714115.6998498 y 4322405.21194112
15587	4614 0227 X	15587	McIntosh	S.H. 9	S. CANADIAN RIVER	4614 0227 X	2(4-125ft. CONT.) PLAT	1962	35.246567	-95.565733	1001	34	—	8	0	2	32	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.2	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4400	2022	5	Unmatched
Raw data OBJECTID 15114 BRKEY 15587 NBI No. 15587 On Under 1 Structure No. 4614 0227 X Control No. 014 Lane Ind. Milepoint 02270 Facility Carried S.H. 9 Feature Intersected S. CANADIAN RIVER Division 01 County 091 Location 2.5 MI SE US69B Sufficiency 76.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 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 1962 ADT Total 4400 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 8 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 32 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1001 Deck Width 34 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7040 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15587 ODOT County 46 Nav. Control 1 Nav. HC 121.719 Lft. Br. Nav. Cl. 0 Nav. VC 19.685 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2(4-125ft. CONT.) PLAT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4614 0227 X H Index 93.0505 Latitude 35:14:47.64 Longitude -95:33:56.64 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 5 Local Bridge ID NBI Text 15587 Vault Link http://plansrv1/bridgemaintvault/b15587 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 35.246567 Longitude DD -95.565733 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15114 x -10638328.7348459 y 4197439.30358349
15586	4603 0000 X	15586	McIntosh	U.S. 69	S. CANADIAN RIVER	4603 0000 X	2(3-100ft.CONT.) & (4-100ft. CONT.) PLATE GIRDER SPANS	1962	35.222667	-95.605769	1002	78	—	10	0	4	76	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.5	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	14800	2022	5	Unmatched
Raw data OBJECTID 15113 BRKEY 15586 NBI No. 15586 On Under 1 Structure No. 4603 0000 X Control No. 003 Lane Ind. Milepoint 00000 Facility Carried U.S. 69 Feature Intersected S. CANADIAN RIVER Division 01 County 091 Location PITTSBURG C/L Sufficiency 75.5 Kind Hwy 2 Level Service 1 Route No. 00069 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 1962 ADT Total 14800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 76 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 34 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1002 Deck Width 78 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 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23680 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15586 ODOT County 46 Nav. Control 1 Nav. HC 95.801 Lft. Br. Nav. Cl. 0 Nav. VC 23.95 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2(3-100ft.CONT.) & (4-100ft. CONT.) PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 0000 X H Index 89.0512 Latitude 35:13:21.6 Longitude -95:36:20.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 15586 Vault Link http://plansrv1/bridgemaintvault/b15586 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.222667 Longitude DD -95.605769 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15113 x -10642785.5219793 y 4194182.02232222
15585	4603 0795 X	15585	McIntosh	U.S. 69	N. CANADIAN RIVER(EUFALA	4603 0795 X	2(4-100ft. CONT.) PLATE GIRDER SPANS	1962	35.331081	-95.586989	801	80	—	8	0	4	76	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.6	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	17600	2022	5	Unmatched
Raw data OBJECTID 15112 BRKEY 15585 NBI No. 15585 On Under 1 Structure No. 4603 0795 X Control No. 003 Lane Ind. Milepoint 07950 Facility Carried U.S. 69 Feature Intersected N. CANADIAN RIVER(EUFALA Division 01 County 091 Location 8.6 MI N PITTSBURG CO Sufficiency 79.6 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39 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 1962 ADT Total 17600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 76 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 39 Span Type Main M Material 4 - Steel Continuous Design 02 Length 801 Deck Width 80 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28160 Future ADT Year 2042 Bypass Detour 55.923407 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15585 ODOT County 46 Nav. Control 1 Nav. HC 93.832 Lft. Br. Nav. Cl. 0 Nav. VC 19.685 Bridge Med. 2 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 2 Rt. Curb SW 0 Description 2(4-100ft. CONT.) PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 0795 X H Index 95.5876 Latitude 35:19:51.89 Longitude -95:35:13.16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 15585 Vault Link http://plansrv1/bridgemaintvault/b15585 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.331081 Longitude DD -95.586989 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15112 x -10640694.9419422 y 4208965.2500536
15584	1913R1977 X	15584	Creek	S.H. 48	CIMARRON RIVER	1913 1977 X	6-120ft. CONT. PLATE GIRDER SPANS	1962	36.15836389	-96.40048611	742.001	31.001	—	6	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2000	2016	5	Unmatched
Raw data OBJECTID 15111 BRKEY 15584 NBI No. 15584 On Under 1 Structure No. 1913R1977 X Control No. 013 Lane Ind. Milepoint 19770 Facility Carried S.H. 48 Feature Intersected CIMARRON RIVER Division 08 County 037 Location 0.3 MI S PAWNEE C/L Sufficiency 61 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1962 ADT Total 2000 ADT Year 2016 Design Load H 20 Skew 0 No. Main Spans 6 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 742.001 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 46.7 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2036 Bypass Detour 21.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15584 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-120ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1913 1977 X H Index 61.505 Latitude 36:09:30.11 Longitude -96:24:01.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 48 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15584 Vault Link http://plansrv1/bridgemaintvault/b15584 GIS FO/SD SD H Inv. Method 17.4 Latitude DD 36.15836389 Longitude DD -96.40048611 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15111 x -10731253.0259892 y 4322433.93558056