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
17963	0501 2275SX	17963	Beckham	I-40 EB	NORTH FORK OF RED RIVER	0501 2275SX	50ft.,3(4-100ft. CONT.)50ft. PLATE GIRDER SPANS	1970	35.28285	-99.622531	1307	40	—	12	30	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.6	Fair (5)	Very good (8)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6500	2022	5	Unmatched
Raw data OBJECTID 17294 BRKEY 17963 NBI No. 17963 On Under 1 Structure No. 0501 2275SX Control No. 001 Lane Ind. S Milepoint 22750 Facility Carried I-40 EB Feature Intersected NORTH FORK OF RED RIVER Division 05 County 009 Location 2.0 MI. E. OF US283 Sufficiency 82.6 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 1970 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 12 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1307 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 8 Super Rating 5 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.4 HS Inv. Rating Method 1 HS Inv. Method 29.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17963 ODOT County 05 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 0 Rt. Curb SW 0 Description 50ft.,3(4-100ft. CONT.)50ft. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2275SX H Index 94.3556 Latitude 35:16:58.26 Longitude -99:37:21.11 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 -1 NBI Text 17963 Vault Link http://plansrv1/bridgemaintvault/b17963 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.28285 Longitude DD -99.622531 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17294 x -11089929.4224571 y 4202386.07397531
17962	7323 0184 X	17962	Wagoner	S.H. 16	VERDIGRIS RIVER	7323 0184 X	81ft.-208ft.-343ft.-208ft.-8	1970	35.838389	-95.324469	920	31	—	3	24	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	59.6	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	5000	2022	5	Unmatched
Raw data OBJECTID 17293 BRKEY 17962 NBI No. 17962 On Under 1 Structure No. 7323 0184 X Control No. 023 Lane Ind. Milepoint 01840 Facility Carried S.H. 16 Feature Intersected VERDIGRIS RIVER Division 01 County 145 Location 1.9 MI N MUSKOGEE CO Sufficiency 59.6 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 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 1970 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 3 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 920 Deck Width 31 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 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 62.5 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17962 ODOT County 73 Nav. Control 1 Nav. HC 299.869 Lft. Br. Nav. Cl. 0 Nav. VC 51.837 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 81ft.-208ft.-343ft.-208ft.-8 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7323 0184 X H Index 79.4676 Latitude 35:50:18.2 Longitude -95:19:28.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 16 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 17962 Vault Link http://plansrv1/bridgemaintvault/b17962 GIS FO/SD Meets Standards H Inv. Method 20.8 Latitude DD 35.838389 Longitude DD -95.324469 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17293 x -10611471.3492192 y 4278406.67295555
17961	6618 0626SX	17961	Rogers	U.S. 412 EB	VERDIGRIS RIVER (KMARNS)	6618 0626SX	87ft.(206ft.-334ft.-206ft.)43ft. CONT. PLATE GIRDER SPANS WITH 2-6ft. CURBS	1970	36.164419	-95.620211	876	40	—	3	0	2	38	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	11000	2022	5	Unmatched
Raw data OBJECTID 17292 BRKEY 17961 NBI No. 17961 On Under 1 Structure No. 6618 0626SX Control No. 018 Lane Ind. S Milepoint 06260 Facility Carried U.S. 412 EB Feature Intersected VERDIGRIS RIVER (KMARNS) Division 08 County 131 Location 7.5 MI E JCT I-44 Sufficiency 98.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 11000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35 Span Type Main M Material 4 - Steel Continuous Design 03 Length 876 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 70.2 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17961 ODOT County 66 Nav. Control 1 Nav. HC 150 Lft. Br. Nav. Cl. 0 Nav. VC 52 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 87ft.(206ft.-334ft.-206ft.)43ft. CONT. PLATE GIRDER SPANS WITH 2-6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6618 0626SX H Index 64.3831 Latitude 36:09:51.91 Longitude -95:37:12.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 EB Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17961 Vault Link http://plansrv1/bridgemaintvault/b17961 GIS FO/SD Meets Standards H Inv. Method 23.3 Latitude DD 36.164419 Longitude DD -95.620211 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17292 x -10644393.1980654 y 4323268.82131119
17960	6618 0626NX	17960	Rogers	U.S. 412 WB	VERDIGRIS RIVER (KMARNS)	6618 0626NX	95FT - 195FT - 334FT - 195FT - 51FT STEEL PLATE GIRDER SPANS WITH 38FT CLEAR ROADWAY.	1970	36.164736	-95.620208	869.5	41	—	3	0	2	38	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Good (7)	Very good (8)	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	20900	2022	5	Unmatched
Raw data OBJECTID 17291 BRKEY 17960 NBI No. 17960 On Under 1 Structure No. 6618 0626NX Control No. 018 Lane Ind. N Milepoint 06260 Facility Carried U.S. 412 WB Feature Intersected VERDIGRIS RIVER (KMARNS) Division 08 County 131 Location 7.5 MI E JCT I-44 Sufficiency 99.8 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1970 ADT Total 20900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 03 Length 869.5 Deck Width 41 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 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 38.2 HS Inv. Rating Method 3 HS Inv. Method 38.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 29260 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17960 ODOT County 66 Nav. Control 1 Nav. HC 150 Lft. Br. Nav. Cl. 0 Nav. VC 52 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 95FT - 195FT - 334FT - 195FT - 51FT STEEL PLATE GIRDER SPANS WITH 38FT CLEAR ROADWAY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6618 0626NX H Index 61.9951 Latitude 36:09:53.05 Longitude -95:37:12.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 WB Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17960 Vault Link http://plansrv1/bridgemaintvault/b17960 GIS FO/SD Meets Standards H Inv. Method 37.9 Latitude DD 36.164736 Longitude DD -95.620208 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17291 x -10644392.8641069 y 4323312.53142267
17873	1603 1170NX	17873	Comanche	U.S. 62	CRATER CREEK	1603 1170NX	30ft.-40ft.-30ft. I-BM. SPANS	1970	34.63882778	-98.62129722	101.001	45.899	—	3	0	2	42.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4150	2022	5	Unmatched
Raw data OBJECTID 17286 BRKEY 17873 NBI No. 17873 On Under 1 Structure No. 1603 1170NX Control No. 003 Lane Ind. N Milepoint 11700 Facility Carried U.S. 62 Feature Intersected CRATER CREEK Division 07 County 031 Location 0.8 MI E OF SH 115 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 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 1970 ADT Total 4150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.03 Span Type Main M Material 3 - Steel Design 02 Length 101.001 Deck Width 45.899 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6640 Future ADT Year 2042 Bypass Detour 0.1 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 17873 ODOT County 16 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 5 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description 30ft.-40ft.-30ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1603 1170NX H Index 95.1351 Latitude 34:38:19.78 Longitude -98:37:16.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62_ Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 012 NBI Text 17873 Vault Link http://plansrv1/bridgemaintvault/b17873 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.63882778 Longitude DD -98.62129722 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17286 x -10978472.5879025 y 4114906.96129247
16773	0905 2972NX	16773	Canadian	I-40 WB	SHELL CREEK	0905 2972NX	3-60ft. PRESTRESSED CONCRET BM SPANS SK. 60 DEG.	1966	35.50086111	-97.79318611	183.314	75	—	3	30	3	72.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	20100	2022	5	Unmatched
Raw data OBJECTID 17272 BRKEY 16773 NBI No. 16773 On Under 1 Structure No. 0905 2972NX Control No. 005 Lane Ind. N Milepoint 29720 Facility Carried I-40 WB Feature Intersected SHELL CREEK Division 04 County 017 Location 29.7 MI. E. CADDO CO Sufficiency 92.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 72.001 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 1966 ADT Total 20100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 72.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.314 Deck Width 75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82 HS Inv. Rating Method 3 HS Inv. Method 49 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 32160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16773 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PRESTRESSED CONCRET BM SPANS SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2972NX H Index 98.734 Latitude 35:30:03.1 Longitude -97:47:35.47 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB 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 16773 Vault Link http://plansrv1/bridgemaintvault/b16773 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 35.50086111 Longitude DD -97.79318611 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17272 x -10886287.680817 y 4232156.20839239
16772	0905 2260 X	16772	Canadian	N285.0	I-40 UNDER	0905 2260 X	32ft.,2-57ft.,32ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS	1966	35.50099167	-97.91936111	181.102	29.4	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	81.4	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	101	2022	5	Unmatched
Raw data OBJECTID 17271 BRKEY 16772 NBI No. 16772 On Under 1 Structure No. 0905 2260 X Control No. Lane Ind. Milepoint Facility Carried N285.0 Feature Intersected I-40 UNDER Division 04 County 017 Location 22.6 MI. E. CADDO CO Sufficiency 81.4 Kind Hwy 4 Level Service 1 Route No. N2850 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 1966 ADT Total 101 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.2 Underclearance Left 17.999 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 181.102 Deck Width 29.4 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 4 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 162 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight 232323 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1604 Min Measured Clearance 1603 NBI Rating 16772 ODOT County 09 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.,2-57ft.,32ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2260 X H Index 84.6965 Latitude 35:30:03.57 Longitude -97:55:09.7 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name ALFADALE RD. Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16772 Vault Link http://plansrv1/bridgemaintvault/b16772 GIS FO/SD FO H Inv. Method 14 Latitude DD 35.50099167 Longitude DD -97.91936111 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17271 x -10900333.4175679 y 4232174.06094526
16770	5569 0098 X	16770	Oklahoma	FAU 9201 (COUNCIL	I-40 UNDER	5569 0098 X	2-32ft.(2-61ft. CONT.)I-BM. SPANS W/ (1)-4ft. SIDEWALK & (1)-1.5ft. SAFETY CURB	1966	35.460117	-97.654036	188.999	34.501	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 17269 BRKEY 16770 NBI No. 16770 On Under 1 Structure No. 5569 0098 X Control No. Lane Ind. Milepoint Facility Carried FAU 9201 (COUNCIL Feature Intersected I-40 UNDER Division 04 County 109 Location 1 MI E CANADIAN C/L Sufficiency 76 Kind Hwy 5 Level Service 1 Route No. 09301 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1966 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 7.297 Underclearance Left 10.01 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 188.999 Deck Width 34.501 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 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1610 Min Measured Clearance 1609 NBI Rating 16770 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 3.999 Description 2-32ft.(2-61ft. CONT.)I-BM. SPANS W/ (1)-4ft. SIDEWALK & (1)-1.5ft. SAFETY CURB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0098 X H Index 88.402 Latitude 35:27:36.42 Longitude -97:39:14.53 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name COUNCIL ROAD NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16770 Vault Link http://plansrv1/bridgemaintvault/b16770 GIS FO/SD FO H Inv. Method 26 Latitude DD 35.460117 Longitude DD -97.654036 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17269 x -10870797.561428 y 4226586.34452415
16769	5569 0097 X	16769	Oklahoma	FAU 9201 (COUNCIL)	I-40 UNDER	5569 0097 X	2-32ft.(2-61ft. CONT.)I-BM. SPANS W/ (1)-4ft. SIDEWALK & (1)-1.5ft. SAFETY CURBS	1966	35.460114	-97.654311	188.999	34.501	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	16.9	Critical (2)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 17268 BRKEY 16769 NBI No. 16769 On Under 1 Structure No. 5569 0097 X Control No. Lane Ind. Milepoint Facility Carried FAU 9201 (COUNCIL) Feature Intersected I-40 UNDER Division 04 County 109 Location 1 MI E CANADIAN C/L Sufficiency 16.9 Kind Hwy 5 Level Service 1 Route No. 09201 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1966 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 7.29 Underclearance Left 10.01 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 188.999 Deck Width 34.501 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 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1610 Min Measured Clearance 1609 NBI Rating 16769 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 3.999 Rt. Curb SW 1.499 Description 2-32ft.(2-61ft. CONT.)I-BM. SPANS W/ (1)-4ft. SIDEWALK & (1)-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0097 X H Index 83.0464 Latitude 35:27:36.41 Longitude -97:39:15.52 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name COUNCIL RD SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16769 Vault Link http://plansrv1/bridgemaintvault/b16769 GIS FO/SD FO H Inv. Method 26 Latitude DD 35.460114 Longitude DD -97.654311 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17268 x -10870828.174288 y 4226585.93451746
16682	1618 0842 X	16682	Comanche	S.H. 7	CREEK	1618 0912 X	3-10ft.X 8ft.X 153ft. R.C.BOX WITH 4ft. CURTAIN UPSTREAM	1966	34.59384722	-98.23009722	33.136	152.001	—	3	0	4	151.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.6	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)	B	8000	2022	5	Unmatched
Raw data OBJECTID 17267 BRKEY 16682 NBI No. 16682 On Under 1 Structure No. 1618 0842 X Control No. 018 Lane Ind. Milepoint 09120 Facility Carried S.H. 7 Feature Intersected CREEK Division 07 County 031 Location 9.0 MI.E.JCT.US281B Sufficiency 81.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 8000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 151.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 152.001 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.3 HS Inv. Rating Method 1 HS Inv. Method 30.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12800 Future ADT Year 2042 Bypass Detour 52.19518 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 16682 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 153ft. R.C.BOX WITH 4ft. CURTAIN UPSTREAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1618 0912 X H Index 99.7169 Latitude 34:35:37.85 Longitude -98:13:48.35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 056 NBI Text 16682 Vault Link http://plansrv1/bridgemaintvault/b16682 GIS FO/SD Meets Standards H Inv. Method 17.2 Latitude DD 34.59384722 Longitude DD -98.23009722 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17267 x -10934924.4031042 y 4108822.67340391
16681	3406 0575 X	16681	Jefferson	U.S. 81	GREVS CREEK	3406 0575 X	3 - 10ft. X 12ft. X 123ft. RCB SKEWED 60 DEGREES	1966	33.95556944	-97.94085833	39.042	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.8	Satisfactory (6)	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	1600	2022	5	Unmatched
Raw data OBJECTID 17266 BRKEY 16681 NBI No. 16681 On Under 1 Structure No. 3406 0575 X Control No. 006 Lane Ind. Milepoint 05750 Facility Carried U.S. 81 Feature Intersected GREVS CREEK Division 07 County 067 Location 5.7 MI N OK-TX S/L Sufficiency 88.8 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 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 1966 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 21 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 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 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 50 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16681 ODOT County 34 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 12ft. X 123ft. RCB SKEWED 60 DEGREES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3406 0575 X H Index 96.04 Latitude 33:57:20.05 Longitude -97:56:27.09 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 022 NBI Text 16681 Vault Link http://plansrv1/bridgemaintvault/b16681 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.95556944 Longitude DD -97.94085833 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17266 x -10902726.4771517 y 4022837.64657505
16680	1618 0450 X	16680	Comanche	S.H. 7	CREEK	1618 0520 X	3-10ft.X 8ft.X 185ft. R.C.BOX SK.60 DEG. WITH 4ft. CURTAIN WALL UPSTREAM	1966	34.59396944	-98.29910278	38.058	0	—	3	60	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.6	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)	B	10000	2022	5	Unmatched
Raw data OBJECTID 17265 BRKEY 16680 NBI No. 16680 On Under 1 Structure No. 1618 0450 X Control No. 018 Lane Ind. Milepoint 05200 Facility Carried S.H. 7 Feature Intersected CREEK Division 07 County 031 Location 5.2 MI.E.JCT.US281B Sufficiency 69.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 60 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 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 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 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 100 HS Inv. Rating Method 1 HS Inv. Method 72.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 52.19518 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 16680 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 185ft. R.C.BOX SK.60 DEG. WITH 4ft. CURTAIN WALL UPSTREAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1618 0520 X H Index 100 Latitude 34:35:38.29 Longitude -98:17:56.77 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 055 NBI Text 16680 Vault Link http://plansrv1/bridgemaintvault/b16680 GIS FO/SD Meets Standards H Inv. Method 40.2 Latitude DD 34.59396944 Longitude DD -98.29910278 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17265 x -10942606.0669053 y 4108839.20100607
16679	1618 0433 X	16679	Comanche	S.H. 7	CREEK	1618 0503 X	3-10ft.X 10ft.X 202ft. R.C.BOX SK.60 DEG. WITH 4ft. CURTAIN WALL UPSTREAM	1966	34.59394444	-98.30212222	39.042	0	—	3	60	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.6	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	02 - Principal Arterial Other (Rural)	B	10000	2022	5	Unmatched
Raw data OBJECTID 17264 BRKEY 16679 NBI No. 16679 On Under 1 Structure No. 1618 0433 X Control No. 018 Lane Ind. Milepoint 05030 Facility Carried S.H. 7 Feature Intersected CREEK Division 07 County 031 Location 5.0 MI.E.JCT.US281B Sufficiency 69.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 60 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 11 Appr. Roadway Width 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 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 8 Structure Rating 8 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 98 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 52.19518 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 16679 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 202ft. R.C.BOX SK.60 DEG. WITH 4ft. CURTAIN WALL UPSTREAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1618 0503 X H Index 100 Latitude 34:35:38.2 Longitude -98:18:07.64 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 054 NBI Text 16679 Vault Link http://plansrv1/bridgemaintvault/b16679 GIS FO/SD Meets Standards H Inv. Method 79.8 Latitude DD 34.59394444 Longitude DD -98.30212222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17264 x -10942942.1894285 y 4108835.82029672
16678	1618 0303 X	16678	Comanche	S.H. 7	CREEK	1618 0373 X	3-10ft.X 10ft.X 118ft. R.C.BOX WITH PARAPET ON NORTH SIDE GUARD RAIL ON SOUTH SID	1966	34.59408889	-98.32487778	34.121	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.6	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	02 - Principal Arterial Other (Rural)	B	10000	2022	5	Unmatched
Raw data OBJECTID 17263 BRKEY 16678 NBI No. 16678 On Under 1 Structure No. 1618 0303 X Control No. 018 Lane Ind. Milepoint 03730 Facility Carried S.H. 7 Feature Intersected CREEK Division 07 County 031 Location 3.8 MI.E.JCT.US281B Sufficiency 69.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 10000 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 4 Fill RCB 3 Appr. Roadway Width 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 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 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.6 HS Inv. Rating Method 1 HS Inv. Method 40.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 52.19518 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 16678 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 118ft. R.C.BOX WITH PARAPET ON NORTH SIDE GUARD RAIL ON SOUTH SID Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1618 0373 X H Index 100 Latitude 34:35:38.72 Longitude -98:19:29.56 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 053 NBI Text 16678 Vault Link http://plansrv1/bridgemaintvault/b16678 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.59408889 Longitude DD -98.32487778 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17263 x -10945475.3267805 y 4108855.35404935
16677	5704 0203 X	16677	Osage	U.S. 60	CREEK	5704 0203 X	2-10ft. X 12ft. X 113ft. R.C. BOX SK. 45 DEG.	1966	36.68562778	-96.65341389	32.152	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1800	2022	5	Unmatched
Raw data OBJECTID 17262 BRKEY 16677 NBI No. 16677 On Under 1 Structure No. 5704 0203 X Control No. 004 Lane Ind. Milepoint 02030 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 113 Location 2.0 MI. E. JCT. SH18 Sufficiency 99.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 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 40 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 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 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.1 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 4.97097 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 16677 ODOT County 57 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 2-10ft. X 12ft. X 113ft. R.C. BOX SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5704 0203 X H Index 96.4324 Latitude 36:41:08.26 Longitude -96:39:12.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16677 Vault Link http://plansrv1/bridgemaintvault/b16677 GIS FO/SD Meets Standards H Inv. Method 25.7 Latitude DD 36.68562778 Longitude DD -96.65341389 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17262 x -10759408.8176663 y 4395377.4747261
16589	1036 0719WX	16589	Carter	I-35 SB	U.S. 70 UNDER	1036 0719WX	30ft. - 63ft. - 63ft. - 35ft. I-BEAM SPANS ON 1.56% GRADE WITH (2) 6in. CURBS	1965	34.172611	-97.168333	192.001	47.831	—	4	0	3	45	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	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	16350	2022	5	Unmatched
Raw data OBJECTID 17261 BRKEY 16589 NBI No. 16589 On Under 1 Structure No. 1036 0719WX Control No. 036 Lane Ind. W Milepoint 07190 Facility Carried I-35 SB Feature Intersected U.S. 70 UNDER Division 07 County 019 Location 7.2 MI N LOVE C/L Sufficiency 89.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 45 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 1965 ADT Total 16350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 45 Ref. Underclearance Rt. H Underclearance Right 5.499 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 3 - Steel Design 02 Length 192.001 Deck Width 47.831 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 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26160 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 1700 Max Measured Clearance 1806 Min Measured Clearance 1709 NBI Rating 16589 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft. - 63ft. - 63ft. - 35ft. I-BEAM SPANS ON 1.56% GRADE WITH (2) 6in. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0719WX H Index 95.4838 Latitude 34:10:21.4 Longitude -97:10:06 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 109 NBI Text 16589 Vault Link http://plansrv1/bridgemaintvault/b16589 GIS FO/SD FO H Inv. Method 26 Latitude DD 34.172611 Longitude DD -97.168333 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17261 x -10816729.3507912 y 4052003.08206724
16588	7280 0480SX	16588	Tulsa	U.S. 64 / S.H. 51	UP R.R. UNDER	7280 0480SX	66.5ft.-65ft.-66.5ft. IBM SPAN	1965	36.114075	-95.908981	197.999	45	—	3	39	3	42.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61.6	Fair (5)	Good (7)	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	40250	2022	5	Unmatched
Raw data OBJECTID 17260 BRKEY 16588 NBI No. 16588 On Under 1 Structure No. 7280 0480SX Control No. 080 Lane Ind. S Milepoint 04800 Facility Carried U.S. 64 / S.H. 51 Feature Intersected UP R.R. UNDER Division 08 County 143 Location 2.6 MI SE 21 ST Sufficiency 61.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 42.001 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 1965 ADT Total 40250 ADT Year 2022 Design Load H 20 Skew 39 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. R Underclearance Right 20 Underclearance Left 20 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 197.999 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 64400 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 2302 Min Measured Clearance 2302 NBI Rating 16588 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 0 Description 66.5ft.-65ft.-66.5ft. IBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0480SX H Index 99.2241 Latitude 36:06:50.67 Longitude -95:54:32.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 / S.H. 51 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 16588 Vault Link http://plansrv1/bridgemaintvault/b16588 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.114075 Longitude DD -95.908981 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17260 x -10676538.9274217 y 4316329.29027018
16587	5604R0113WX	16587	Okmulgee	U.S. 62	ABANDONED BNSF RR UNDER	5604 0113WX	(3) 65ft. I-BEAM SK 45°	1965	35.447439	-95.967167	197.999	35	—	3	45	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	55.9	Poor (4)	Satisfactory (6)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9150	2019	5	Unmatched
Raw data OBJECTID 17259 BRKEY 16587 NBI No. 16587 On Under 1 Structure No. 5604R0113WX Control No. 004 Lane Ind. W Milepoint 01130 Facility Carried U.S. 62 Feature Intersected ABANDONED BNSF RR UNDER Division 01 County 111 Location 1.13 N JCT I-40 Sufficiency 55.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 30 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 1965 ADT Total 9150 ADT Year 2019 Design Load HS 20 Skew 45 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 53.999 Span Type Main M Material 3 - Steel Design 02 Length 197.999 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. 3 Deck Rating 6 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 62.9 HS Inv. Rating Method 1 HS Inv. Method 37.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14640 Future ADT Year 2039 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 16587 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) 65ft. I-BEAM SK 45° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5604 0113WX H Index 65.6384 Latitude 35:26:50.78 Longitude -95:58:01.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0113W NBI Text 16587 Vault Link http://plansrv1/bridgemaintvault/b16587 GIS FO/SD SD H Inv. Method 29.6 Latitude DD 35.447439 Longitude DD -95.967167 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17259 x -10683016.163313 y 4224853.79270335
16586	5604R0113EX	16586	Okmulgee	U.S. 62	ABANDONED BNSF RR UNDER	5604 0113EX	(3) 65ft. I-BEAM SK 45°	1965	35.447672	-95.966822	197.999	35	—	3	45	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54.9	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9300	2018	5	Unmatched
Raw data OBJECTID 17258 BRKEY 16586 NBI No. 16586 On Under 1 Structure No. 5604R0113EX Control No. 004 Lane Ind. E Milepoint 01130 Facility Carried U.S. 62 Feature Intersected ABANDONED BNSF RR UNDER Division 01 County 111 Location 1.13 N JCT I-40 Sufficiency 54.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 30 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 1965 ADT Total 9300 ADT Year 2018 Design Load HS 20 Skew 45 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 53.999 Span Type Main M Material 3 - Steel Design 02 Length 197.999 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. 3 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 88.846 HS Inv. Rating Method 1 HS Inv. Method 53.352 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14880 Future ADT Year 2038 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 16586 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) 65ft. I-BEAM SK 45° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5604 0113EX H Index 59.9308 Latitude 35:26:51.62 Longitude -95:58:00.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0113E NBI Text 16586 Vault Link http://plansrv1/bridgemaintvault/b16586 GIS FO/SD SD H Inv. Method 41.998 Latitude DD 35.447672 Longitude DD -95.966822 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17258 x -10682977.7580887 y 4224885.63158637
16585	5154 0051EX	16585	Muskogee	U.S. 64B NB	UP R.R. UNDER	5154 0051EX	3-65FT I-BM. SPANS SK	1965	35.718483	-95.384322	196.85	40	—	3	49	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4500	2022	5	Unmatched
Raw data OBJECTID 17257 BRKEY 16585 NBI No. 16585 On Under 1 Structure No. 5154 0051EX Control No. 054 Lane Ind. E Milepoint 00510 Facility Carried U.S. 64B NB Feature Intersected UP R.R. UNDER Division 01 County 101 Location 2.5 MI S JCT US 62B Sufficiency 81 Kind Hwy 3 Level Service 6 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. R Underclearance Right 19.33 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 196.85 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 2200 Min Measured Clearance 2200 NBI Rating 16585 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65FT I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5154 0051EX H Index 89.0807 Latitude 35:43:06.54 Longitude -95:23:03.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64B NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 16585 Vault Link http://plansrv1/bridgemaintvault/b16585 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.718483 Longitude DD -95.384322 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17257 x -10618134.1547016 y 4261953.88801165
16584	5154 0051WX	16584	Muskogee	U.S. 64B SB	UP R.R. UNDER	5154 0051WX	3-65FT I-BM. SPANS SK	1965	35.718094	-95.384569	196.85	40	—	3	49	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4450	2022	5	Unmatched
Raw data OBJECTID 17256 BRKEY 16584 NBI No. 16584 On Under 1 Structure No. 5154 0051WX Control No. 054 Lane Ind. W Milepoint 00510 Facility Carried U.S. 64B SB Feature Intersected UP R.R. UNDER Division 01 County 101 Location 2.5 MI S JCT US 62B Sufficiency 81 Kind Hwy 3 Level Service 6 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total 4450 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. R Underclearance Right 19.4 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 196.85 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 2200 Min Measured Clearance 2200 NBI Rating 16584 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65FT I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5154 0051WX H Index 86.833 Latitude 35:43:05.14 Longitude -95:23:04.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64B SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 16584 Vault Link http://plansrv1/bridgemaintvault/b16584 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.718094 Longitude DD -95.384569 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17256 x -10618161.6506159 y 4261900.55209581
16867	6925 0320 X	16867	Stephens	S.H. 7	CREEK	6925 0320 X	2-10ft. X 10ft. X 208ft. R.C. BOX SK. 45 DEG. WITH A BROKEN BACK & 4ft. CURTAIN WALL	1967	34.48174167	-97.91953056	32.201	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4500	2022	5	Unmatched
Raw data OBJECTID 17255 BRKEY 16867 NBI No. 16867 On Under 1 Structure No. 6925 0320 X Control No. 025 Lane Ind. Milepoint 03200 Facility Carried S.H. 7 Feature Intersected CREEK Division 07 County 137 Location 3.2 MI E JCT US 81 Sufficiency 69.5 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 77.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 77.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.201 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 97.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 54.700002 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 16867 ODOT County 69 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 0 Rt. Curb SW 0 Description 2-10ft. X 10ft. X 208ft. R.C. BOX SK. 45 DEG. WITH A BROKEN BACK & 4ft. CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6925 0320 X H Index 97.2221 Latitude 34:28:54.27 Longitude -97:55:10.31 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 57 NBI Text 16867 Vault Link http://plansrv1/bridgemaintvault/b16867 GIS FO/SD Meets Standards H Inv. Method 70.9 Latitude DD 34.48174167 Longitude DD -97.91953056 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17255 x -10900352.2806556 y 4093673.05220541
16866	3204 0153 X	16866	Hughes	U.S. 75	CREEK	3204 0153 X	2-10ft.X8ft.X190ft. RC BOX	1967	34.98720556	-96.24759167	32.152	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.8	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	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 17254 BRKEY 16866 NBI No. 16866 On Under 1 Structure No. 3204 0153 X Control No. 004 Lane Ind. Milepoint 01530 Facility Carried U.S. 75 Feature Intersected CREEK Division 03 County 063 Location 1.6 MI N JCT US 270 Sufficiency 98.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.73 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 1967 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 26 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 8 Structure Rating 8 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 99.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 8.077825 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 16866 ODOT County 32 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 2-10ft.X8ft.X190ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 0153 X H Index 98.68 Latitude 34:59:13.94 Longitude -96:14:51.33 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16866 Vault Link http://plansrv1/bridgemaintvault/b16866 GIS FO/SD Meets Standards H Inv. Method 99 Latitude DD 34.98720556 Longitude DD -96.24759167 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17254 x -10714232.8947833 y 4162142.5666784
16865	3204 0034 X	16865	Hughes	U.S. 75	CREEK	3204 0034 X	3-10ft.X12ft.X137ft. 4ft.CUR	1967	34.971308	-96.241019	34.121	137.001	—	3	0	2	43.963	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.6	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	2000	2022	5	Unmatched
Raw data OBJECTID 17253 BRKEY 16865 NBI No. 16865 On Under 1 Structure No. 3204 0034 X Control No. 004 Lane Ind. Milepoint 00340 Facility Carried U.S. 75 Feature Intersected CREEK Division 03 County 063 Location 0.4 MI N JCT US 270 Sufficiency 85.6 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 1967 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.963 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 17 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 137.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 7 Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.4 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 80.778254 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 16865 ODOT County 32 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.X12ft.X137ft. 4ft.CUR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 0034 X H Index 97.2076 Latitude 34:58:16.71 Longitude -96:14:27.67 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16865 Vault Link http://plansrv1/bridgemaintvault/b16865 GIS FO/SD Meets Standards H Inv. Method 33.8 Latitude DD 34.971308 Longitude DD -96.241019 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17253 x -10713501.2285058 y 4159982.69914983
16765	0710 1465 X	16765	Bryan	U.S. 70	BIG CREEK	0710 1465 X	51ft. - 60ft. - 51ft. I-BEAM	1966	34.01365	-96.12278611	162	45.2	—	3	0	2	42.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3500	2022	5	Unmatched
Raw data OBJECTID 17246 BRKEY 16765 NBI No. 16765 On Under 1 Structure No. 0710 1465 X Control No. 010 Lane Ind. Milepoint 14650 Facility Carried U.S. 70 Feature Intersected BIG CREEK Division 02 County 013 Location 14.65 E JCT SH-78 Sufficiency 86.2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 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 1966 ADT Total 3500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 162 Deck Width 45.2 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 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 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 5600 Future ADT Year 2042 Bypass Detour 50.952437 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 16765 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.1 Rt. Curb SW 1.1 Description 51ft. - 60ft. - 51ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0710 1465 X H Index 89.4822 Latitude 34:00:49.14 Longitude -96:07:22.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 049 NBI Text 16765 Vault Link http://plansrv1/bridgemaintvault/b16765 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 34.01365 Longitude DD -96.12278611 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17246 x -10700339.6033959 y 4030635.03493236
16764	5569R0653NX	16764	Oklahoma	I-40 WB	FAU 9303 (AGNEW AVE) UND	5569 0653NX	31ft.,51ft.,51,ft.31 CONT.PLATE GIRDER SPANS	1966	35.46245556	-97.55644722	167.333	63.999	—	4	0	4	56.988	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.3	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	61150	2010	5	Unmatched
Raw data OBJECTID 17245 BRKEY 16764 NBI No. 16764 On Under 1 Structure No. 5569R0653NX Control No. 069 Lane Ind. N Milepoint 06530 Facility Carried I-40 WB Feature Intersected FAU 9303 (AGNEW AVE) UND Division 04 County 109 Location .5 MI E OF MAY AVE Sufficiency 77.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.988 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 1966 ADT Total 61150 ADT Year 2010 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 56.988 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 61.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.333 Deck Width 63.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.832 HS Inv. Rating Method 1 HS Inv. Method 37.699 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 97840 Future ADT Year 2030 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1407 Max Measured Clearance 1507 Min Measured Clearance 1501 NBI Rating 16764 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft.,51ft.,51,ft.31 CONT.PLATE GIRDER SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5569 0653NX H Index 81.2795 Latitude 35:27:44.84 Longitude -97:33:23.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 W.B. 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 16764 Vault Link http://plansrv1/bridgemaintvault/b16764 GIS FO/SD Meets Standards H Inv. Method 21.054 Latitude DD 35.46245556 Longitude DD -97.55644722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17245 x -10859934.0281313 y 4226905.95759531
16676	5704 0039 X	16676	Osage	U.S. 60	LOST MAN CREEK	5704 0039 X	3-10ft. X 10ft. X 224ft. R.C. BOX SK. 60 DEG.	1966	36.68788889	-96.68265	39.042	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.3	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	1800	2022	5	Unmatched
Raw data OBJECTID 17244 BRKEY 16676 NBI No. 16676 On Under 1 Structure No. 5704 0039 X Control No. 004 Lane Ind. Milepoint 00390 Facility Carried U.S. 60 Feature Intersected LOST MAN CREEK Division 08 County 113 Location 0.4 MI. E. JCT. SH18 Sufficiency 96.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 1800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 35 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 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 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 2880 Future ADT Year 2042 Bypass Detour 4.97097 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 16676 ODOT County 57 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 10ft. X 224ft. R.C. BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5704 0039 X H Index 99.1955 Latitude 36:41:16.4 Longitude -96:40:57.54 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16676 Vault Link http://plansrv1/bridgemaintvault/b16676 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 36.68788889 Longitude DD -96.68265 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17244 x -10762663.3665443 y 4395691.35588462
16675	4928 0008 X	16675	Mayes	S.H. 82	CREEK	4928 0008 X	3-10ft. X 7ft. X 42ft. R.C. BOX WITH HANDRAILS	1966	36.20125556	-95.15896944	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	62.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 17243 BRKEY 16675 NBI No. 16675 On Under 1 Structure No. 4928 0008 X Control No. 028 Lane Ind. Milepoint 00080 Facility Carried S.H. 82 Feature Intersected CREEK Division 08 County 097 Location 0.1 MI N JCT US 412 Sufficiency 62.4 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 4000 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 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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 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 42.8 HS Inv. Rating Method 1 HS Inv. Method 25.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2042 Bypass Detour 36.999907 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 16675 ODOT County 49 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 7ft. X 42ft. R.C. BOX WITH HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4928 0008 X H Index 89.9409 Latitude 36:12:04.52 Longitude -95:09:32.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16675 Vault Link http://plansrv1/bridgemaintvault/b16675 GIS FO/SD Meets Standards H Inv. Method 14.3 Latitude DD 36.20125556 Longitude DD -95.15896944 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17243 x -10593048.0224735 y 4328349.28012461
16583	7280R1200 X	16583	Tulsa	S.H. 51	S. 161ST ST. UNDER	7280R1200 X	119 136 PCB SPANS WITH 2-18ft. SAFETY CURBS SK. 66 DEG. 50ft.30ft.	1965	35.31666667	-95.55972222	198.163	32.999	—	4	23	-1	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Not applicable (N)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	-1	2005	5	Unmatched
Raw data OBJECTID 17238 BRKEY 16583 NBI No. 16583 On Under 1 Structure No. 7280R1200 X Control No. 080 Lane Ind. Milepoint 12000 Facility Carried S.H. 51 Feature Intersected S. 161ST ST. UNDER Division 08 County 143 Location 5.8 MI SE JCT US 64 Sufficiency 97 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 52.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total -1 ADT Year 2005 Design Load HS 20 Skew 23 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 15 Deck Structure Type 1 No. Lanes -1 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 198.163 Deck Width 32.999 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 7 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 7 Bridge Posting 5 Waterway Adequacy N 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 -2 Future ADT Year 2025 Bypass Detour 0 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 16583 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 119 136 PCB SPANS WITH 2-18ft. SAFETY CURBS SK. 66 DEG. 50ft.30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R1200 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 51 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16583 Vault Link http://plansrv1/bridgemaintvault/b16583 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17238 x -10637659.6178771 y 4206998.58465707
16580	1036 0471EX	16580	Carter	I-35 NB	U.S. 70 UNDER	1036 0471EX	35ft. - 57ft. - 57ft. - 32ft. I-BEAM SPANS WITH (2) 6ft. CURBS	1965	34.13904167	-97.15544167	182.087	39.8	—	4	0	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	16500	2022	5	Unmatched
Raw data OBJECTID 17235 BRKEY 16580 NBI No. 16580 On Under 1 Structure No. 1036 0471EX Control No. 036 Lane Ind. E Milepoint 04710 Facility Carried I-35 NB Feature Intersected U.S. 70 UNDER Division 07 County 019 Location 4.7 MI N LOVE C/L Sufficiency 94.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 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 1965 ADT Total 16500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 9.199 Underclearance Left 8.501 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 39.8 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 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 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26400 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 1808 Min Measured Clearance 1604 NBI Rating 16580 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft. - 57ft. - 57ft. - 32ft. I-BEAM SPANS WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0471EX H Index 77.3729 Latitude 34:08:20.55 Longitude -97:09:19.59 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 102 NBI Text 16580 Vault Link http://plansrv1/bridgemaintvault/b16580 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.13904167 Longitude DD -97.15544167 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17235 x -10815294.2945 y 4047487.24032393
16579	1036 0471WX	16579	Carter	I-35 SB	U.S. 70 UNDER	1036 0471WX	35ft. - 57ft. - 57ft. - 32ft. I-BEAM SPANS WITH (2) 6ft. CURBS	1965	34.13904722	-97.15599444	182.087	39.8	—	4	0	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	16100	2022	5	Unmatched
Raw data OBJECTID 17234 BRKEY 16579 NBI No. 16579 On Under 1 Structure No. 1036 0471WX Control No. 036 Lane Ind. W Milepoint 04710 Facility Carried I-35 SB Feature Intersected U.S. 70 UNDER Division 07 County 019 Location 4.7 MI N LOVE C/L Sufficiency 94.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 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 1965 ADT Total 16100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 9.199 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 39.8 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 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 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25760 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 1608 Max Measured Clearance 1905 Min Measured Clearance 1804 NBI Rating 16579 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft. - 57ft. - 57ft. - 32ft. I-BEAM SPANS WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0471WX H Index 91.9105 Latitude 34:08:20.57 Longitude -97:09:21.58 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 103 NBI Text 16579 Vault Link http://plansrv1/bridgemaintvault/b16579 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.13904722 Longitude DD -97.15599444 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17234 x -10815355.8285749 y 4047487.98677739
16763	5569R0653SX	16763	Oklahoma	I-40 EB	FAU 9303 (AGNEW AVE) UND	5569 0653SX	30ft.-52ft.-52ft.-30ft. CONT. I-BM. SPANS	1966	35.46211944	-97.55624167	167.5	63.999	—	4	0	4	61.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.4	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	61150	2010	5	Unmatched
Raw data OBJECTID 17227 BRKEY 16763 NBI No. 16763 On Under 1 Structure No. 5569R0653SX Control No. 069 Lane Ind. S Milepoint 06530 Facility Carried I-40 EB Feature Intersected FAU 9303 (AGNEW AVE) UND Division 04 County 109 Location .5 MI E OF MAY AVE Sufficiency 93.4 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 61.001 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 1966 ADT Total 61150 ADT Year 2010 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 61.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 61.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.5 Deck Width 63.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.832 HS Inv. Rating Method 1 HS Inv. Method 37.699 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 97840 Future ADT Year 2030 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1407 Max Measured Clearance 1502 Min Measured Clearance 1410 NBI Rating 16763 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-52ft.-52ft.-30ft. CONT. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5569 0653SX H Index 82.959 Latitude 35:27:43.63 Longitude -97:33:22.47 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 E.B. 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 16763 Vault Link http://plansrv1/bridgemaintvault/b16763 GIS FO/SD Meets Standards H Inv. Method 21.054 Latitude DD 35.46211944 Longitude DD -97.55624167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17227 x -10859911.1464099 y 4226860.01920475
16762	5569R0597NX	16762	Oklahoma	I-40 EB	FAU 9301 (MAY AVE.) UND	5569 0597NX	31.6ft., 51.3ft., 51.3ft., 31.6ft. CONT. I-BEAM SPANS	1966	35.46091389	-97.56585	167.333	49.003	—	4	3	4	46.499	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.2	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	61150	2010	5	Unmatched
Raw data OBJECTID 17226 BRKEY 16762 NBI No. 16762 On Under 1 Structure No. 5569R0597NX Control No. 069 Lane Ind. N Milepoint 05970 Facility Carried I-40 EB Feature Intersected FAU 9301 (MAY AVE.) UND Division 04 County 109 Location 6 MI E CANADIAN C/L Sufficiency 76.2 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 46.499 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 1966 ADT Total 61150 ADT Year 2010 Design Load HS 20 Skew 3 No. Main Spans 4 Road Width 46.499 Ref. Underclearance Rt. H Underclearance Right 7.29 Underclearance Left 14.8 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 46.499 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.333 Deck Width 49.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.281 HS Inv. Rating Method 1 HS Inv. Method 37.368 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 97840 Future ADT Year 2030 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1609 Max Measured Clearance 1810 Min Measured Clearance 1807 NBI Rating 16762 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 31.6ft., 51.3ft., 51.3ft., 31.6ft. CONT. I-BEAM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5569 0597NX H Index 78.1097 Latitude 35:27:39.29 Longitude -97:33:57.06 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 W.B. 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 16762 Vault Link http://plansrv1/bridgemaintvault/b16762 GIS FO/SD Meets Standards H Inv. Method 22.267 Latitude DD 35.46091389 Longitude DD -97.56585 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17226 x -10860980.7408129 y 4226695.2551442
16761	5569R0597SX	16761	Oklahoma	I-40 EB	FAU 9301 (MAY AVE) UNDER	5569 0597SX	31ft.,51ft.,51ft.,31ft. CONT. I-BEAM SPANS	1966	35.460575	-97.56585	167.001	63.999	—	4	3	4	61.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	93.4	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	57450	2008	5	Unmatched
Raw data OBJECTID 17225 BRKEY 16761 NBI No. 16761 On Under 1 Structure No. 5569R0597SX Control No. 069 Lane Ind. S Milepoint 05970 Facility Carried I-40 EB Feature Intersected FAU 9301 (MAY AVE) UNDER Division 04 County 109 Location 6 MI E CANADIAN C/L Sufficiency 93.4 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 61.001 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 1966 ADT Total 57450 ADT Year 2008 Design Load HS 20 Skew 3 No. Main Spans 4 Road Width 61.001 Ref. Underclearance Rt. H Underclearance Right 7.29 Underclearance Left 14.8 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 61.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.001 Deck Width 63.999 Bridge Open Closed K TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.706 HS Inv. Rating Method 1 HS Inv. Method 38.801 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 91920 Future ADT Year 2028 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1611 Max Measured Clearance 1902 Min Measured Clearance 1804 NBI Rating 16761 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft.,51ft.,51ft.,31ft. CONT. I-BEAM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5569 0597SX H Index 84.8388 Latitude 35:27:38.07 Longitude -97:33:57.06 I257A _ I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 E.B. 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 16761 Vault Link http://plansrv1/bridgemaintvault/b16761 GIS FO/SD Meets Standards H Inv. Method 22.046 Latitude DD 35.460575 Longitude DD -97.56585 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17225 x -10860980.7408129 y 4226648.93905905
16760	5569 0496SX	16760	Oklahoma	I-40 EB	FAU 9281 (PORTLAND) UND	5569 0496SX	30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS	1966	35.459914	-97.583592	169.987	52.198	—	4	0	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.6	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	49400	2022	5	Unmatched
Raw data OBJECTID 17224 BRKEY 16760 NBI No. 16760 On Under 1 Structure No. 5569 0496SX Control No. 069 Lane Ind. S Milepoint 04960 Facility Carried I-40 EB Feature Intersected FAU 9281 (PORTLAND) UND Division 04 County 109 Location 5 MI E CANADIAN C/L Sufficiency 83.6 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 1966 ADT Total 49400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 9.4 Underclearance Left 5.801 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 48.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 169.987 Deck Width 52.198 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 79040 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1407 Max Measured Clearance 1508 Min Measured Clearance 1410 NBI Rating 16760 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.499 Rt. Curb SW 0.499 Description 30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0496SX H Index 91.3566 Latitude 35:27:35.69 Longitude -97:35:00.93 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16760 Vault Link http://plansrv1/bridgemaintvault/b16760 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.459914 Longitude DD -97.583592 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17224 x -10862955.7712186 y 4226558.60077223
16759	5569 0396NX	16759	Oklahoma	I-40 WB	FAU 9261 (MERIDIAN) UND	5569 0396NX	30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS	1966	35.460267	-97.601397	168.999	52.001	—	4	0	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.5	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	51300	2022	5	Unmatched
Raw data OBJECTID 17223 BRKEY 16759 NBI No. 16759 On Under 1 Structure No. 5569 0396NX Control No. 069 Lane Ind. N Milepoint 03960 Facility Carried I-40 WB Feature Intersected FAU 9261 (MERIDIAN) UND Division 04 County 109 Location 4 MI E CANADIAN C/L Sufficiency 80.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 1966 ADT Total 51300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 1.499 Underclearance Left 1.499 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 52.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 82080 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1407 Max Measured Clearance 1508 Min Measured Clearance 1500 NBI Rating 16759 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.499 Rt. Curb SW 0.499 Description 30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0396NX H Index 92.8119 Latitude 35:27:36.96 Longitude -97:36:05.03 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16759 Vault Link http://plansrv1/bridgemaintvault/b16759 GIS FO/SD FO H Inv. Method 26 Latitude DD 35.460267 Longitude DD -97.601397 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17223 x -10864937.8147521 y 4226606.84487843
16578	1904R0186 X	16578	Creek	S.H. 66	SAND CREEK	1904 0186 X	55ft.-65ft.-65ft.I-BM SPAN	1965	35.85699444	-96.38785556	187.008	30.84	—	3	30	2	27.887	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	19	Serious (3)	Serious (3)	Poor (4)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4900	2011	5	Unmatched
Raw data OBJECTID 17216 BRKEY 16578 NBI No. 16578 On Under 1 Structure No. 1904R0186 X Control No. 004 Lane Ind. Milepoint 01860 Facility Carried S.H. 66 Feature Intersected SAND CREEK Division 08 County 037 Location 1.8 MI N JCT SH 48 Sufficiency 19 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.887 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 1965 ADT Total 4900 ADT Year 2011 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 27.887 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.963 Span Type Main M Material 3 - Steel Design 02 Length 187.008 Deck Width 30.84 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 3 Super Rating 4 Sub Rating 3 Chan. Rating 7 Culv. Rating N Structure Rating 3 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.635 HS Inv. Rating Method 1 HS Inv. Method 35.825 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2031 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16578 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 55ft.-65ft.-65ft.I-BM SPAN Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1904 0186 X H Index 55.0549 Latitude 35:51:25.18 Longitude -96:23:16.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 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 16578 Vault Link http://plansrv1/bridgemaintvault/b16578 GIS FO/SD SD H Inv. Method 28.66 Latitude DD 35.85699444 Longitude DD -96.38785556 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17216 x -10729846.9995948 y 4280961.8269564
16576	4317 2191WX	16576	Love	I-35 SB	S. BRANCH HICKORY CREEK	4317 2191WX	55ft. - 60ft. - 55ft. I-BEAM SPANS SKEWED 20 DEG. WITH (2) 6ft. CURBS	1965	34.03384722	-97.15028333	171.916	40	—	3	20	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13450	2022	5	Unmatched
Raw data OBJECTID 17214 BRKEY 16576 NBI No. 16576 On Under 1 Structure No. 4317 2191WX Control No. 017 Lane Ind. W Milepoint 21910 Facility Carried I-35 SB Feature Intersected S. BRANCH HICKORY CREEK Division 07 County 085 Location 6.6 MI N JCT SH32 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.001 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 1965 ADT Total 13450 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 3 - Steel Design 02 Length 171.916 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating 7 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 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21520 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 16576 ODOT County 43 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 0 Rt. Curb SW 0 Description 55ft. - 60ft. - 55ft. I-BEAM SPANS SKEWED 20 DEG. WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 2191WX H Index 85.3748 Latitude 34:02:01.85 Longitude -97:09:01.02 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 130 NBI Text 16576 Vault Link http://plansrv1/bridgemaintvault/b16576 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 34.03384722 Longitude DD -97.15028333 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17214 x -10814720.0707179 y 4033347.78680171
16575	4317 2191EX	16575	Love	I-35 NB	S. BRANCH HICKORY CREEK	4317 2191EX	55ft. - 60ft. - 55ft. I-BEAM SPANS SKEWED 20 DEG. WITH (2) 6ft. CURBS	1965	34.0343	-97.14913611	171.916	40	—	3	20	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13400	2022	5	Unmatched
Raw data OBJECTID 17213 BRKEY 16575 NBI No. 16575 On Under 1 Structure No. 4317 2191EX Control No. 017 Lane Ind. E Milepoint 21910 Facility Carried I-35 NB Feature Intersected S. BRANCH HICKORY CREEK Division 07 County 085 Location 6.6 MI N JCT SH32 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.001 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 1965 ADT Total 13400 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 3 - Steel Design 02 Length 171.916 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 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 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21440 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 16575 ODOT County 43 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 0 Rt. Curb SW 0 Description 55ft. - 60ft. - 55ft. I-BEAM SPANS SKEWED 20 DEG. WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 2191EX H Index 81.1753 Latitude 34:02:03.48 Longitude -97:08:56.89 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 129 NBI Text 16575 Vault Link http://plansrv1/bridgemaintvault/b16575 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 34.0343 Longitude DD -97.14913611 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17213 x -10814592.3627716 y 4033408.60850134
16574	6134R0705 X	16574	Pittsburg	U.S. 270	IND. NATION TP UNDER	6134 0705 X	37ft. - (2) 47.3ft. - 43ft. PC BEAM SK 25°	1965	34.94876944	-95.84444444	175.853	32.999	—	4	25	2	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.9	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2600	2012	5	Unmatched
Raw data OBJECTID 17212 BRKEY 16574 NBI No. 16574 On Under 1 Structure No. 6134R0705 X Control No. Lane Ind. Milepoint Facility Carried U.S. 270 Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 15.2 E HUGHES C/L Sufficiency 65.9 Kind Hwy 2 Level Service 1 Route No. 00270 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 1965 ADT Total 2600 ADT Year 2012 Design Load HS 20 Skew 25 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 175.853 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. 3 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 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 4160 Future ADT Year 2032 Bypass Detour 1.864114 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1801 Min Measured Clearance 1702 NBI Rating 16574 ODOT County 61 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 1.001 Rt. Curb SW 1.001 Description 37ft. - (2) 47.3ft. - 43ft. PC BEAM SK 25° Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6134 0705 X H Index 86.7612 Latitude 34:56:55.57 Longitude -95:50:40 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 34.74N NBI Text 16574 Vault Link http://plansrv1/bridgemaintvault/b16574 GIS FO/SD SD H Inv. Method 35.7 Latitude DD 34.94876944 Longitude DD -95.84444444 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17212 x -10669354.750425 y 4156921.29317031
16855	2431 1662 X	16855	Garfield	U.S. 64 / U.S. 412	CREEK	2431 1662 X	2-10ft. X 8ft. X 238ft. R.C.BOX	1967	36.39728889	-97.53818056	20.997	0	—	2	0	4	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	02 - Principal Arterial Other (Rural)	C	5100	2022	5	Unmatched
Raw data OBJECTID 17211 BRKEY 16855 NBI No. 16855 On Under 1 Structure No. 2431 1662 X Control No. 031 Lane Ind. Milepoint 16620 Facility Carried U.S. 64 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 19.7 MI E JCT US 81 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 1967 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 0 Bridge Open Closed A TSF Rail 0 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 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 99.97 HS Inv. Rating Method 1 HS Inv. Method 79 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 28.999999 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 9999 Min Measured Clearance 9999 NBI Rating 16855 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 8ft. X 238ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 1662 X H Index 99.5179 Latitude 36:23:50.24 Longitude -97:32:17.45 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 & 412 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16855 Vault Link http://plansrv1/bridgemaintvault/b16855 GIS FO/SD Meets Standards H Inv. Method 55.63 Latitude DD 36.39728889 Longitude DD -97.53818056 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17211 x -10857900.5928416 y 4355426.31597654
16854	2431 1628 X	16854	Garfield	U.S. 64 / U.S. 412	CREEK	2431 1628 X	2-10ft. X 8ft. X 233ft. R.C.BOX	1967	36.39729722	-97.54401389	20.997	0	—	2	0	4	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	02 - Principal Arterial Other (Rural)	C	5100	2022	5	Unmatched
Raw data OBJECTID 17210 BRKEY 16854 NBI No. 16854 On Under 1 Structure No. 2431 1628 X Control No. 031 Lane Ind. Milepoint 16280 Facility Carried U.S. 64 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 19.4 MI E JCT US 81 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 1967 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 0 Bridge Open Closed A TSF Rail 0 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 6 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 99.97 HS Inv. Rating Method 1 HS Inv. Method 65.05 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 28.999999 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 9999 Min Measured Clearance 9999 NBI Rating 16854 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 8ft. X 233ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 1628 X H Index 97.5539 Latitude 36:23:50.27 Longitude -97:32:38.45 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 & 412 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16854 Vault Link http://plansrv1/bridgemaintvault/b16854 GIS FO/SD Meets Standards H Inv. Method 53.73 Latitude DD 36.39729722 Longitude DD -97.54401389 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17210 x -10858549.9561668 y 4355427.46800314
16853	6822 1591 X	16853	Sequoyah	I-40	CREEK	6822 1591 X	(2) 10ft. X 10ft. X 220.5ft. LONG RCB SK 30°	1967	35.45252778	-94.83473333	25	189	—	2	30	4	187	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	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	19600	2022	5	Unmatched
Raw data OBJECTID 17209 BRKEY 16853 NBI No. 16853 On Under 1 Structure No. 6822 1591 X Control No. 022 Lane Ind. Milepoint 15910 Facility Carried I-40 Feature Intersected CREEK Division 01 County 135 Location 15.91 E MUSKOGEE C/L Sufficiency 85 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 1967 ADT Total 19600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 187 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 189 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 5 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31360 Future ADT Year 2042 Bypass Detour 13 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 16853 ODOT County 68 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 0 Rt. Curb SW 0 Description (2) 10ft. X 10ft. X 220.5ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1591 X H Index 66.8456 Latitude 35:27:09.1 Longitude -94:50:05.04 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 22-1591 NBI Text 16853 Vault Link http://plansrv1/bridgemaintvault/b16853 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.45252778 Longitude DD -94.83473333 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17209 x -10556954.2238115 y 4225549.18308637
16852	4420R1581 X	16852	McClain	S.H. 59	SECOND CREEK	4420R1581 X	26ft. TIMBER SPAN	1967	34.91333333	-97.45	28.871	23.999	—	1	0	2	23.999	7 - Wood or Timber	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	21.2	Critical (2)	Fair (5)	Serious (3)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	330	1999	5	Unmatched
Raw data OBJECTID 17208 BRKEY 16852 NBI No. 16852 On Under 1 Structure No. 4420R1581 X Control No. 020 Lane Ind. Milepoint 15810 Facility Carried S.H. 59 Feature Intersected SECOND CREEK Division 03 County 087 Location 2.5 MI. W. JCT. SH74 Sufficiency 21.2 Kind Hwy 3 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 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 1967 ADT Total 330 ADT Year 1999 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 33.999 Span Type Main M Material 7 - Wood or Timber Design 02 Length 28.871 Deck Width 23.999 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 5 Super Rating 3 Sub Rating 3 Chan. Rating 6 Culv. Rating N Structure Rating 2 Deck Geometry 5 Underclearance N Bridge Posting 0 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 5.952 HS Inv. Rating Method 2 HS Inv. Method 5.952 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 350 Future ADT Year 2017 Bypass Detour 11.806053 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 16852 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 26ft. TIMBER SPAN Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4420R1581 X H Index 100 Latitude 34:54:48 Longitude -97:27:00 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 59 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 16852 Vault Link http://plansrv1/bridgemaintvault/b16852 GIS FO/SD SD H Inv. Method 5.952 Latitude DD 34.91333333 Longitude DD -97.45 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17208 x -10848084.3778045 y 4152109.71804117
16851	6822R1504SX	16851	Sequoyah	I-40	CO. RD. UNDER	6822R1504SX	20ft.X 14ft.X 47.62ft. S.C.R.F.SK. 86 DEG.04ft.	1967	35.43833333	-94.80333333	21.982	50	—	1	4	2	47.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	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	5700	1999	5	Unmatched
Raw data OBJECTID 17207 BRKEY 16851 NBI No. 16851 On Under 1 Structure No. 6822R1504SX Control No. 022 Lane Ind. S Milepoint 15040 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 01 County 135 Location 14.9 MI E MUSKOGEE CO Sufficiency 90.1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 6 Vertical Clearance _ Horizontal Clearance 47.999 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 1967 ADT Total 5700 ADT Year 1999 Design Load HS 20 Skew 4 No. Main Spans 1 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 02 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 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 4050 Future ADT Year 2017 Bypass Detour 13.048795 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16851 ODOT County 68 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 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft.X 14ft.X 47.62ft. S.C.R.F.SK. 86 DEG.04ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6822R1504SX H Index 100 Latitude 35:26:18 Longitude -94:48:12 I257A _ I257B _ I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 Scour 6 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16851 Vault Link http://plansrv1/bridgemaintvault/b16851 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.43833333 Longitude DD -94.80333333 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17207 x -10553458.7918006 y 4223609.59723383
16850	6822 1504 X	16850	Sequoyah	I-40	FARM RD UNDER	6822 1504 X	20ft. X 14ft. X 152ft. LONG RCB SK 4°	1967	35.45544444	-94.84962222	22	150	—	1	4	4	148	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81	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	19600	2022	5	Unmatched
Raw data OBJECTID 17206 BRKEY 16850 NBI No. 16850 On Under 1 Structure No. 6822 1504 X Control No. 022 Lane Ind. Milepoint 15040 Facility Carried I-40 Feature Intersected FARM RD UNDER Division 01 County 135 Location 15.04 E MUSKOGEE C/L Sufficiency 81 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 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 1967 ADT Total 19600 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 1 Road Width 148 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 22 Deck Width 150 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 N Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance 3 Bridge Posting 5 Waterway Adequacy N 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 31360 Future ADT Year 2042 Bypass Detour 13 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1307 Max Measured Clearance 1400 Min Measured Clearance 1310 NBI Rating 16850 ODOT County 68 Nav. Control N 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 20ft. X 14ft. X 152ft. LONG RCB SK 4° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1504 X H Index 97.2129 Latitude 35:27:19.6 Longitude -94:50:58.64 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1504 NBI Text 16850 Vault Link http://plansrv1/bridgemaintvault/b16850 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.45544444 Longitude DD -94.84962222 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17206 x -10558611.6474648 y 4225947.76942838
16758	5569 0396SX	16758	Oklahoma	I-40 EB	FAU 9261 (MERIDIAN) UND	5569 0396SX	30ft.,53ft.,53ft.-30ft. CONT CONC. SLAB SPANS W/ F-SHAPED PARPAETS	1966	35.45993333	-97.60139722	168.999	52.001	—	4	0	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.8	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46150	2022	5	Unmatched
Raw data OBJECTID 17205 BRKEY 16758 NBI No. 16758 On Under 1 Structure No. 5569 0396SX Control No. 069 Lane Ind. S Milepoint 03960 Facility Carried I-40 EB Feature Intersected FAU 9261 (MERIDIAN) UND Division 04 County 109 Location 4 MI E CANADIAN C/L Sufficiency 75.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 1966 ADT Total 46150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 1.499 Underclearance Left 1.499 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 52.001 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.502 HS Inv. Rating Method 1 HS Inv. Method 29.101 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73840 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1407 Max Measured Clearance 1505 Min Measured Clearance 1409 NBI Rating 16758 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.499 Rt. Curb SW 0.499 Description 30ft.,53ft.,53ft.-30ft. CONT CONC. SLAB SPANS W/ F-SHAPED PARPAETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0396SX H Index 93.4637 Latitude 35:27:35.76 Longitude -97:36:05.03 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16758 Vault Link http://plansrv1/bridgemaintvault/b16758 GIS FO/SD FO H Inv. Method 20.944 Latitude DD 35.45993333 Longitude DD -97.60139722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17205 x -10864937.8392424 y 4226561.24257574
16757	5569 0295NX	16757	Oklahoma	I-40 WB	MACARTHUR UNDER	5569 0295NX	30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS	1966	35.460275	-97.61913889	168.999	52.001	—	4	0	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.7	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46450	2022	5	Unmatched
Raw data OBJECTID 17204 BRKEY 16757 NBI No. 16757 On Under 1 Structure No. 5569 0295NX Control No. 069 Lane Ind. N Milepoint 02950 Facility Carried I-40 WB Feature Intersected MACARTHUR UNDER Division 04 County 109 Location 3 MI E CANADIAN C/L Sufficiency 76.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 1966 ADT Total 46450 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5.6 Underclearance Left 2.497 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 52.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.502 HS Inv. Rating Method 1 HS Inv. Method 29.101 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 74320 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1611 Min Measured Clearance 1510 NBI Rating 16757 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.499 Rt. Curb SW 0.499 Description 30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0295NX H Index 96.6002 Latitude 35:27:36.99 Longitude -97:37:08.9 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16757 Vault Link http://plansrv1/bridgemaintvault/b16757 GIS FO/SD Meets Standards H Inv. Method 20.944 Latitude DD 35.460275 Longitude DD -97.61913889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17204 x -10866912.8329126 y 4226607.93823173
16756	5569 0295SX	16756	Oklahoma	I-40 EB	MACARTHUR UNDER	5569 0295SX	30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS	1966	35.45994444	-97.61913889	168.999	52.001	—	4	0	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46150	2022	5	Unmatched
Raw data OBJECTID 17203 BRKEY 16756 NBI No. 16756 On Under 1 Structure No. 5569 0295SX Control No. 069 Lane Ind. S Milepoint 02950 Facility Carried I-40 EB Feature Intersected MACARTHUR UNDER Division 04 County 109 Location 3 MI E CANADIAN C/L Sufficiency 88.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 1966 ADT Total 46150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5.499 Underclearance Left 2.598 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 52.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.502 HS Inv. Rating Method 1 HS Inv. Method 29.101 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73840 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1611 Min Measured Clearance 1511 NBI Rating 16756 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.499 Rt. Curb SW 0.499 Description 30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0295SX H Index 96.3454 Latitude 35:27:35.8 Longitude -97:37:08.9 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16756 Vault Link http://plansrv1/bridgemaintvault/b16756 GIS FO/SD Meets Standards H Inv. Method 20.944 Latitude DD 35.45994444 Longitude DD -97.61913889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17203 x -10866912.8329126 y 4226562.76096387
16755	7502 0198 X	16755	Washita	NS-205 GREEN'S RD.	I-40 UNDER	7502 0198 X	2-80ft. CONT. I-BEAM SPANS	1966	35.42138889	-99.32916667	162.073	30	—	2	0	2	24.003	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.2	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	360	2022	5	Unmatched
Raw data OBJECTID 17202 BRKEY 16755 NBI No. 16755 On Under 1 Structure No. 7502 0198 X Control No. Lane Ind. Milepoint Facility Carried NS-205 GREEN'S RD. Feature Intersected I-40 UNDER Division 05 County 149 Location 2.0 MI E BECKHAM C/L Sufficiency 79.2 Kind Hwy 4 Level Service 1 Route No. N2050 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.003 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 1966 ADT Total 360 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 24.003 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 13.599 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24.003 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 30 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 28.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 576 Future ADT Year 2042 Bypass Detour 26.09759 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1609 Min Measured Clearance 1603 NBI Rating 16755 ODOT County 75 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 2-80ft. CONT. I-BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7502 0198 X H Index 82.6376 Latitude 35:25:17 Longitude -99:19:45 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name GREEN CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 16755 Vault Link http://plansrv1/bridgemaintvault/b16755 GIS FO/SD Meets Standards H Inv. Method 16.6 Latitude DD 35.42138889 Longitude DD -99.32916667 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17202 x -11057272.2546246 y 4221294.6895609