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
16358	0317 1459 X	16358	Atoka	S.H. 43	CREEK	0317 1459 X	(3) 10ft. X 6ft. X 34ft. LONG RCB	1965	34.50662778	-95.81388056	33.999	33.999	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	86.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	480	2022	5	Unmatched
Raw data OBJECTID 15974 BRKEY 16358 NBI No. 16358 On Under 1 Structure No. 0317 1459 X Control No. 017 Lane Ind. Milepoint 14590 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 005 Location 14.59 E JCT US-69 Sufficiency 86.9 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 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 1965 ADT Total 480 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 33.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 8 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.28 HS Inv. Rating Method 1 HS Inv. Method 25.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 52.19518 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 16358 ODOT County 03 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 1.001 Rt. Curb SW 1.001 Description (3) 10ft. X 6ft. X 34ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0317 1459 X H Index 100 Latitude 34:30:23.86 Longitude -95:48:49.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 72 NBI Text 16358 Vault Link http://plansrv1/bridgemaintvault/b16358 GIS FO/SD Meets Standards H Inv. Method 14.42 Latitude DD 34.50662778 Longitude DD -95.81388056 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15974 x -10665952.3948667 y 4097034.32861612
16357	5204R1096 X	16357	Noble	U.S. 64	SPRING CREEK	5204 1096 X	3-10ft. X 9ft. X 32ft. R.C.BOX W/ BC TYPE RAILS	1965	36.29010556	-97.08814444	31.749	33.999	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2500	2012	5	Unmatched
Raw data OBJECTID 15973 BRKEY 16357 NBI No. 16357 On Under 1 Structure No. 5204R1096 X Control No. 004 Lane Ind. Milepoint 10960 Facility Carried U.S. 64 Feature Intersected SPRING CREEK Division 04 County 103 Location 1.2 MI W JCT US 177 Sufficiency 94.4 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1965 ADT Total 2500 ADT Year 2012 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 01 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 31.749 Deck Width 33.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.49 HS Inv. Rating Method 1 HS Inv. Method 36.89 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2032 Bypass Detour 3.106856 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 9999 Min Measured Clearance 9999 NBI Rating 16357 ODOT County 52 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 9ft. X 32ft. R.C.BOX W/ BC TYPE RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5204 1096 X H Index 96.7537 Latitude 36:17:24.38 Longitude -97:05:17.32 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16357 Vault Link http://plansrv1/bridgemaintvault/b16357 GIS FO/SD Meets Standards H Inv. Method 20.49 Latitude DD 36.29010556 Longitude DD -97.08814444 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15973 x -10807802.8011246 y 4340613.2249609
16538	7280R1070 X	16538	Tulsa	S.H. 51	S. 145TH ST. E UNDER	7280R1070 X	57ft.-72ft.-72ft.57` P.C,-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG. 50ft.30ft.	1997	36.07923611	-95.81565278	257.999	139.993	—	4	31	6	135.997	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	72130	2001	5	Unmatched
Raw data OBJECTID 15966 BRKEY 16538 NBI No. 16538 On Under 1 Structure No. 7280R1070 X Control No. 080 Lane Ind. Milepoint 10700 Facility Carried S.H. 51 Feature Intersected S. 145TH ST. E UNDER Division 08 County 143 Location 4.5 MI SE JCT US 64 Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System B 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 1997 ADT Total 72130 ADT Year 2001 Design Load HS 20 Skew 31 No. Main Spans 4 Road Width 135.997 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 6 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 257.999 Deck Width 139.993 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 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 147940 Future ADT Year 2018 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1709 Min Measured Clearance 1610 NBI Rating 16538 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 57ft.-72ft.-72ft.57` P.C,-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG. 50ft.30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R1070 X H Index 100 Latitude 36:04:45.25 Longitude -95:48:56.35 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name 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 16538 Vault Link http://plansrv1/bridgemaintvault/b16538 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.07923611 Longitude DD -95.81565278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15966 x -10666149.6774947 y 4311529.62305891
16537	7280R0960SX	16537	Tulsa	S.H. 51	S. 129TH ST. E UNDER	7280R0960SX	37ft.-74ft.-37ft. CONT. I-BM. SPANS WIHTH 2-6ft. CURBS SK. 58 DEG. 52ft.	1965	36.05333333	-95.75666667	150.919	40	—	3	31	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.1	Satisfactory (6)	Fair (5)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	35760	1999	5	Unmatched
Raw data OBJECTID 15965 BRKEY 16537 NBI No. 16537 On Under 1 Structure No. 7280R0960SX Control No. 080 Lane Ind. S Milepoint 09600 Facility Carried S.H. 51 Feature Intersected S. 129TH ST. E UNDER Division 08 County 143 Location 3.4 MI SE JCT US 64 Sufficiency 86.1 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 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 35760 ADT Year 1999 Design Load HS 20 Skew 31 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 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 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 23500 Future ADT Year 2017 Bypass Detour 3.106856 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 16537 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.-74ft.-37ft. CONT. I-BM. SPANS WIHTH 2-6ft. CURBS SK. 58 DEG. 52ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0960SX H Index 100 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name 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 16537 Vault Link http://plansrv1/bridgemaintvault/b16537 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15965 x -10659583.3737656 y 4307962.43971303
16536	7280R0960NX	16536	Tulsa	S.H. 51	S. 129TH ST. E UNDER	7280R0960NX	37ft.-74ft.-37ft. CONT. I-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG.52ft.	1965	36.05333333	-95.75666667	150.919	40	—	3	31	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Satisfactory (6)	Poor (4)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	35760	1999	5	Unmatched
Raw data OBJECTID 15964 BRKEY 16536 NBI No. 16536 On Under 1 Structure No. 7280R0960NX Control No. 080 Lane Ind. N Milepoint 09600 Facility Carried S.H. 51 Feature Intersected S. 129TH ST. E UNDER Division 08 County 143 Location 3.4 MI SE JCT US 64 Sufficiency 83.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 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 35760 ADT Year 1999 Design Load HS 20 Skew 31 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 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 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 23500 Future ADT Year 2017 Bypass Detour 3.106856 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 16536 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.-74ft.-37ft. CONT. I-BM. SPANS WITH 2-6ft. CURBS SK. 58 DEG.52ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0960NX H Index 100 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16536 Vault Link http://plansrv1/bridgemaintvault/b16536 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15964 x -10659583.3737656 y 4307962.43971303
16535	3406R0802 X	16535	Jefferson	U.S. 81	FLAT CREEK	3406 0802 X	(3) 50ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS	1965	33.98859444	-97.9409	150.919	33.136	—	3	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	51.6	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	1600	2014	5	Unmatched
Raw data OBJECTID 15963 BRKEY 16535 NBI No. 16535 On Under 1 Structure No. 3406R0802 X Control No. 006 Lane Ind. Milepoint 08020 Facility Carried U.S. 81 Feature Intersected FLAT CREEK Division 07 County 067 Location 8.2 MI N TX S/L Sufficiency 51.6 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 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 1600 ADT Year 2014 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 33.136 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 4 Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 89.728 HS Inv. Rating Method 1 HS Inv. Method 53.793 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2034 Bypass Detour 47.845582 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 16535 ODOT County 34 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 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description (3) 50ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3406 0802 X H Index 75.795 Latitude 33:59:18.94 Longitude -97:56:27.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 023 NBI Text 16535 Vault Link http://plansrv1/bridgemaintvault/b16535 GIS FO/SD SD H Inv. Method 41.447 Latitude DD 33.98859444 Longitude DD -97.9409 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15963 x -10902731.1158349 y 4027270.6408869
16534	7280R0740SX	16534	Tulsa	S.H. 51	MINGO ROAD UNDER	7280R0740SX	32ft.-45ft.-45ft.-32ft. CONT	1965	36.05333333	-95.75666667	155.84	40	—	4	23	2	37.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.4	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	44550	2001	5	Unmatched
Raw data OBJECTID 15962 BRKEY 16534 NBI No. 16534 On Under 1 Structure No. 7280R0740SX Control No. 080 Lane Ind. S Milepoint 07400 Facility Carried S.H. 51 Feature Intersected MINGO ROAD UNDER Division 08 County 143 Location 1.2 MI SE JCT US 64 Sufficiency 87.4 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System B 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 44550 ADT Year 2001 Design Load HS 20 Skew 23 No. Main Spans 4 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5.6 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 155.84 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 28000 Future ADT Year 2018 Bypass Detour 1.242742 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 16534 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-45ft.-45ft.-32ft. CONT Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0740SX H Index 88.3075 Latitude 36:03:12 Longitude -95:45:24 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 16534 Vault Link http://plansrv1/bridgemaintvault/b16534 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15962 x -10659583.3737656 y 4307962.43971303
16452	7631 0132 X	16452	Woods	S.H. 34	DAY CREEK	7631 0132 X	13'-17'-17'-13'X15X66.1ft. skewed 60 deg.LF	1965	36.869514	-99.306875	73.163	55.2	—	4	30	2	43.7	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 15961 BRKEY 16452 NBI No. 16452 On Under 1 Structure No. 7631 0132 X Control No. 031 Lane Ind. Milepoint 01320 Facility Carried S.H. 34 Feature Intersected DAY CREEK Division 06 County 151 Location 1.4 MI N JCT US-64 Sufficiency 96.6 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.7 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 1965 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 43.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 38.999 Span Type Main M Material 1 - Concrete Design 19 Length 73.163 Deck Width 55.2 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 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 832 Future ADT Year 2042 Bypass Detour 64.001232 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16452 ODOT County 76 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 13'-17'-17'-13'X15X66.1ft. skewed 60 deg.LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7631 0132 X H Index 82.8251 Latitude 36:52:10.25 Longitude -99:18:24.75 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16452 Vault Link http://plansrv1/bridgemaintvault/b16452 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.869514 Longitude DD -99.306875 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15961 x -11054790.7572713 y 4420934.29483411
16451	6730 0110 X	16451	Seminole	S.H. 99	MAGNOLIA CREEK	6730 0110 X	(13ft.-17ft.-17ft.-13ft.)X 9	1965	35.24079167	-96.67125	75.131	37.999	—	4	30	4	37.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	73.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	14400	2022	5	Unmatched
Raw data OBJECTID 15960 BRKEY 16451 NBI No. 16451 On Under 1 Structure No. 6730 0110 X Control No. 030 Lane Ind. Milepoint 01100 Facility Carried S.H. 99 Feature Intersected MAGNOLIA CREEK Division 03 County 133 Location 1.2 MI N JCT US 270 Sufficiency 73.6 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total 14400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 75.131 Deck Width 37.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23040 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16451 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-17ft.-13ft.)X 9 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6730 0110 X H Index 98.7027 Latitude 35:14:26.85 Longitude -96:40:16.5 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16451 Vault Link http://plansrv1/bridgemaintvault/b16451 GIS FO/SD FO H Inv. Method 19.952 Latitude DD 35.24079167 Longitude DD -96.67125 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15960 x -10761394.3243492 y 4196652.1079338
16356	1904 1004 X	16356	Creek	S.H. 66	CREEK	1904 1004 X	2-10ft.X8ft.X116ft. RCB	1965	35.91745	-96.28709167	32.152	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 15955 BRKEY 16356 NBI No. 16356 On Under 1 Structure No. 1904 1004 X Control No. 004 Lane Ind. Milepoint 10040 Facility Carried S.H. 66 Feature Intersected CREEK Division 08 County 037 Location 10.0 MI NE JCT SH 48 Sufficiency 91.1 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 3600 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 8 Appr. Roadway Width 43.963 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.9 HS Inv. Rating Method 1 HS Inv. Method 99.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 21.747992 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 16356 ODOT County 19 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.X8ft.X116ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1904 1004 X H Index 100 Latitude 35:55:02.82 Longitude -96:17:13.53 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 66 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16356 Vault Link http://plansrv1/bridgemaintvault/b16356 GIS FO/SD Meets Standards H Inv. Method 62.3 Latitude DD 35.91745 Longitude DD -96.28709167 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15955 x -10718630.0146696 y 4289268.55633784
16355	7631 0931 X	16355	Woods	S.H. 34	CREEK	7631 0931 X	3-10X7X75.2ft. RCB	1965	36.9834	-99.319792	37.073	65.1	—	3	30	2	43.9	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	460	2022	5	Unmatched
Raw data OBJECTID 15954 BRKEY 16355 NBI No. 16355 On Under 1 Structure No. 7631 0931 X Control No. 031 Lane Ind. Milepoint 09310 Facility Carried S.H. 34 Feature Intersected CREEK Division 06 County 151 Location 1.1 MI S KANSAS LINE Sufficiency 91.1 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.9 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 1965 ADT Total 460 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 43.9 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 37.073 Deck Width 65.1 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 6 Culv. Rating 7 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 47.2 HS Inv. Rating Method 1 HS Inv. Method 28.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 736 Future ADT Year 2042 Bypass Detour 64.001232 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16355 ODOT County 76 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 3-10X7X75.2ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7631 0931 X H Index 96.9336 Latitude 36:59:00.24 Longitude -99:19:11.25 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16355 Vault Link http://plansrv1/bridgemaintvault/b16355 GIS FO/SD Meets Standards H Inv. Method 15.7 Latitude DD 36.9834 Longitude DD -99.319792 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15954 x -11056228.6711338 y 4436793.21383816
16354	7280R0650 X	16354	Tulsa	S.H. 51	CREEK	7280R0650 X	3-10ft.X 5ft.X 140ft. R.C.BOX WI TH 4ft. CURTAIN WALLS	1965	36.05333333	-95.75666667	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	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	12 - Principal Arterial Other Fwy/Expy (Urban)	B	82010	2001	5	Unmatched
Raw data OBJECTID 15953 BRKEY 16354 NBI No. 16354 On Under 1 Structure No. 7280R0650 X Control No. 080 Lane Ind. Milepoint 06500 Facility Carried S.H. 51 Feature Intersected CREEK Division 08 County 143 Location 0.3 MI SE JCT US 64 Sufficiency 67 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B 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 82010 ADT Year 2001 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 04 Appr. Roadway Width 53.999 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. 7 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 6 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 56000 Future ADT Year 2018 Bypass Detour 3.106856 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 16354 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 5ft.X 140ft. R.C.BOX WI TH 4ft. CURTAIN WALLS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0650 X H Index 100 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16354 Vault Link http://plansrv1/bridgemaintvault/b16354 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15953 x -10659583.3737656 y 4307962.43971303
16353	0323T0570 X	16353	Atoka	IND. NATION TP	CREEK	0323T0570 X	3-14ft. X 4ft. X 119ft. RC BOX SK 45 LF	1965	34.57544444	-95.761725	62.201	121.001	—	3	45	4	118.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 15952 BRKEY 16353 NBI No. 16353 On Under 1 Structure No. 0323T0570 X Control No. 023 Lane Ind. Milepoint 05700 Facility Carried IND. NATION TP Feature Intersected CREEK Division 02 County 005 Location 62.3 MI'S S. JCT I-40 Sufficiency 96.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 118.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 62.201 Deck Width 121.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16353 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-14ft. X 4ft. X 119ft. RC BOX SK 45 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0323T0570 X H Index 100 Latitude 34:34:31.6 Longitude -95:45:42.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 62.32 NBI Text 16353 Vault Link http://plansrv1/bridgemaintvault/b16353 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.57544444 Longitude DD -95.761725 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15952 x -10660146.4644855 y 4106334.37423472
16352	1036 0522 X	16352	Carter	I-35	CREEK	1036 0522 X	(3) 10ft. X 10ft. X 206ft. RCB	1965	34.14648611	-97.15562778	34.121	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	32200	2022	5	Unmatched
Raw data OBJECTID 15951 BRKEY 16352 NBI No. 16352 On Under 1 Structure No. 1036 0522 X Control No. 036 Lane Ind. Milepoint 05220 Facility Carried I-35 Feature Intersected CREEK Division 07 County 019 Location 5.2 MI N LOVE C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1965 ADT Total 32200 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 5 Appr. Roadway Width 112.999 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. 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 98.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 51520 Future ADT Year 2042 Bypass Detour 8.699197 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 16352 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 206ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0522 X H Index 96.7266 Latitude 34:08:47.35 Longitude -97:09:20.26 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 104 NBI Text 16352 Vault Link http://plansrv1/bridgemaintvault/b16352 GIS FO/SD Meets Standards H Inv. Method 54.6 Latitude DD 34.14648611 Longitude DD -97.15562778 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15951 x -10815315.0121704 y 4048488.53268475
16351	7631 0404 X	16351	Woods	S.H. 34	CREEK	7631 0404 X	3-10X10X58.3ft. RCB	1965	36.907939	-99.313011	32.152	58.3	—	3	0	2	43.7	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 15950 BRKEY 16351 NBI No. 16351 On Under 1 Structure No. 7631 0404 X Control No. 031 Lane Ind. Milepoint 04040 Facility Carried S.H. 34 Feature Intersected CREEK Division 06 County 151 Location 4.1 MI N JCT US-64 Sufficiency 96.6 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.7 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 1965 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 58.3 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 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.8 HS Inv. Rating Method 1 HS Inv. Method 37.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 832 Future ADT Year 2042 Bypass Detour 64.001232 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16351 ODOT County 76 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 3-10X10X58.3ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7631 0404 X H Index 94.72 Latitude 36:54:28.58 Longitude -99:18:46.84 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16351 Vault Link http://plansrv1/bridgemaintvault/b16351 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 36.907939 Longitude DD -99.313011 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15950 x -11055473.8136668 y 4426282.42777777
16527	4623 0890 X	16527	McIntosh	S.H. 9	IND. NATION TP UNDER	4623 0890 X	25ft. - 103ft. - 25ft. PC BEAM SK 8°	1965	35.26658333	-95.93353333	154.856	38.999	—	3	8	2	33.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 15943 BRKEY 16527 NBI No. 16527 On Under 1 Structure No. 4623 0890 X Control No. Lane Ind. Milepoint Facility Carried S.H. 9 Feature Intersected IND. NATION TP UNDER Division 01 County 091 Location JCT SH-9/INDIAN NATION TP Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 33.999 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 1965 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 8 No. Main Spans 3 Road Width 33.999 Ref. Underclearance Rt. H Underclearance Right 14.9 Underclearance Left 7.25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 154.856 Deck Width 38.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 79 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1806 Min Measured Clearance 1605 NBI Rating 16527 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 25ft. - 103ft. - 25ft. PC BEAM SK 8° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4623 0890 X H Index 94.8151 Latitude 35:15:59.7 Longitude -95:56:00.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 9 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11.82 NBI Text 16527 Vault Link http://plansrv1/bridgemaintvault/b16527 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.26658333 Longitude DD -95.93353333 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15943 x -10679272.0802951 y 4200168.02638198
16526	4603 0260 X	16526	McIntosh	U.S. 69	UP R.R. UNDER	4603 0260 X	34ft. RIGID FRAME SK 45°	1965	35.25509167	-95.586425	50.899	0	—	1	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	14800	2022	5	Unmatched
Raw data OBJECTID 15942 BRKEY 16526 NBI No. 16526 On Under 1 Structure No. 4603 0260 X Control No. 003 Lane Ind. Milepoint 02600 Facility Carried U.S. 69 Feature Intersected UP R.R. UNDER Division 01 County 091 Location 2.6 N PITTSBURG C/L Sufficiency 72.1 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 33.999 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 14800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. R Underclearance Right 28 Underclearance Left 7.999 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 50.899 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 N Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance 7 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 23680 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 16526 ODOT County 46 Nav. Control N 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 34ft. RIGID FRAME SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 0260 X H Index 93.0335 Latitude 35:15:18.33 Longitude -95:35:11.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour N Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0260 NBI Text 16526 Vault Link http://plansrv1/bridgemaintvault/b16526 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.25509167 Longitude DD -95.586425 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15942 x -10640632.1577494 y 4198601.34539619
16525	6134T1390 X	16525	Pittsburg	CO. RD. 6148C	IND. NATION TP UNDER	6134T1390 X	35ft.,2-42.5ft.,35ft. PC BM SPANS	1965	35.04361111	-95.885	157.152	22.999	—	4	0	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 15941 BRKEY 16525 NBI No. 16525 On Under 1 Structure No. 6134T1390 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 6148C Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 27.77 MI'S S JCT I-40 Sufficiency 86.3 Kind Hwy 4 Level Service 1 Route No. 6148C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.2 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 157.152 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 61.3 HS Inv. Rating Method 1 HS Inv. Method 32.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1611 Min Measured Clearance 1611 NBI Rating 16525 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.,2-42.5ft.,35ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6134T1390 X H Index 92.7273 Latitude 35:02:37 Longitude -95:53:06 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 6148C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27.77 NBI Text 16525 Vault Link http://plansrv1/bridgemaintvault/b16525 GIS FO/SD Meets Standards H Inv. Method 23.4 Latitude DD 35.04361111 Longitude DD -95.885 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15941 x -10673869.374713 y 4169809.30018502
16524	4623T1480 X	16524	McIntosh	CO. RD. 4624C	IND. NATION TP UNDER	4623T1480 X	35ft.,2-42.8ft.,35ft. PC BM SPANS	1965	35.34781667	-95.95760833	158.136	28.999	—	4	4	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.3	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 15940 BRKEY 16524 NBI No. 16524 On Under 1 Structure No. 4623T1480 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 4624C Feature Intersected IND. NATION TP UNDER Division 01 County 091 Location 5.98 MI'S S. JCT I-40 Sufficiency 84.3 Kind Hwy 4 Level Service 1 Route No. 04624 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 4 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 158.136 Deck Width 28.999 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 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 43.211 HS Inv. Rating Method 1 HS Inv. Method 25.904 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1604 Min Measured Clearance 1602 NBI Rating 16524 ODOT County 46 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 35ft.,2-42.8ft.,35ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4623T1480 X H Index 89.8679 Latitude 35:20:52.14 Longitude -95:57:27.39 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 4624C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05.98 NBI Text 16524 Vault Link http://plansrv1/bridgemaintvault/b16524 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.34781667 Longitude DD -95.95760833 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15940 x -10681952.097036 y 4211249.07497131
16523	7720R0120 X	16523	Woodward	S.H. 34	N. CANADIAN RIVER O'FLOW	7720 0120 X	3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS	1965	36.4509	-99.39055	150.919	30.84	—	3	0	2	28.215	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	50.4	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2016	5	Unmatched
Raw data OBJECTID 15939 BRKEY 16523 NBI No. 16523 On Under 1 Structure No. 7720R0120 X Control No. 020 Lane Ind. Milepoint 01200 Facility Carried S.H. 34 Feature Intersected N. CANADIAN RIVER O'FLOW Division 06 County 153 Location 1.1 MI N JCT SH 15 Sufficiency 50.4 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 9 Vertical Clearance N 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 2500 ADT Year 2016 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 28.215 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77.2 HS Inv. Rating Method 1 HS Inv. Method 46.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2036 Bypass Detour 16.155651 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 n Min Measured Clearance n NBI Rating 16523 ODOT County 77 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 1.64 Rt. Curb SW 1.64 Description 3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7720 0120 X H Index 74.5094 Latitude 36:27:03.24 Longitude -99:23:25.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16523 Vault Link http://plansrv1/bridgemaintvault/b16523 GIS FO/SD SD H Inv. Method 35.7 Latitude DD 36.4509 Longitude DD -99.39055 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15939 x -11064105.4156634 y 4362843.2116545
16522	5604 0074WX	16522	Okmulgee	U.S. 62	COAL CREEK	5604 0074WX	(3) 50ft. I-BEAM SK 30°	1965	35.44291944	-95.97025	152.999	40	—	3	30	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	02 - Principal Arterial Other (Rural)	C	9150	2022	5	Unmatched
Raw data OBJECTID 15938 BRKEY 16522 NBI No. 16522 On Under 1 Structure No. 5604 0074WX Control No. 004 Lane Ind. W Milepoint 00740 Facility Carried U.S. 62 Feature Intersected COAL CREEK Division 01 County 111 Location 0.74 N JCT I-40 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 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 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 9150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 53.999 Span Type Main M Material 3 - Steel Design 02 Length 152.999 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 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 92.6 HS Inv. Rating Method 3 HS Inv. Method 71.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14640 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 16522 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 50ft. I-BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 0074WX H Index 93.0091 Latitude 35:26:34.51 Longitude -95:58:12.9 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 04-0074W NBI Text 16522 Vault Link http://plansrv1/bridgemaintvault/b16522 GIS FO/SD Meets Standards H Inv. Method 71.3 Latitude DD 35.44291944 Longitude DD -95.97025 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15938 x -10683359.3613032 y 4224236.22406053
16445	0528 1591 X	16445	Beckham	S.H. 152	SHORT CREEK	0528 1591 X	(13ft.-17ft.-17ft.-13ft.)X13ft.X40ft. RDY. R.C.B. W/ CONC. HANDRAILS	1965	35.29118333	-99.64556667	64.961	42.001	—	4	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 15936 BRKEY 16445 NBI No. 16445 On Under 1 Structure No. 0528 1591 X Control No. 028 Lane Ind. Milepoint 15910 Facility Carried S.H. 152 Feature Intersected SHORT CREEK Division 05 County 009 Location 0.5 MI W JCT U.S. 283 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 39.003 Span Type Main M Material 1 - Concrete Design 19 Length 64.961 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 63.714 HS Inv. Rating Method 1 HS Inv. Method 38.14 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16445 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-17ft.-13ft.)X13ft.X40ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0528 1591 X H Index 93.8813 Latitude 35:17:28.26 Longitude -99:38:44.04 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 152 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16445 Vault Link http://plansrv1/bridgemaintvault/b16445 GIS FO/SD Meets Standards H Inv. Method 18.519 Latitude DD 35.29118333 Longitude DD -99.64556667 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15936 x -11092493.7415116 y 4203522.54076205
16444	7280 0770 X	16444	Tulsa	U.S. 64 / S.H. 51	MINGO CREEK	7280 0770 X	2-17 X 2-13 X 15 X 225 RCB	1965	36.099125	-95.86231667	65.945	0	—	4	45	8	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	104200	2022	5	Unmatched
Raw data OBJECTID 15935 BRKEY 16444 NBI No. 16444 On Under 1 Structure No. 7280 0770 X Control No. 080 Lane Ind. Milepoint 07700 Facility Carried U.S. 64 / S.H. 51 Feature Intersected MINGO CREEK Division 08 County 143 Location 1.5 MI SE MEMORIAL DRIVE Sufficiency 67 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 75 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 104200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 8 Fill RCB FG Appr. Roadway Width 75 Span Type Main M Material 1 - Concrete Design 19 Length 65.945 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 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166720 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16444 ODOT County 72 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 2-17 X 2-13 X 15 X 225 RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0770 X H Index 94.8823 Latitude 36:05:56.85 Longitude -95:51:44.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 / S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16444 Vault Link http://plansrv1/bridgemaintvault/b16444 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.099125 Longitude DD -95.86231667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15935 x -10671344.2779679 y 4314269.40530524
16443	6628 0518 X	16443	Rogers	S.H. 88	SWEET WATER CREEK	6628 0518 X	13ft.-17ft.-13ft.X70ft. RC BOX	1965	36.39109444	-95.63267222	46.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4300	2022	5	Unmatched
Raw data OBJECTID 15934 BRKEY 16443 NBI No. 16443 On Under 1 Structure No. 6628 0518 X Control No. 028 Lane Ind. Milepoint 05180 Facility Carried S.H. 88 Feature Intersected SWEET WATER CREEK Division 08 County 131 Location 4.7 MI N JCT SH 20 Sufficiency 88.3 Kind Hwy 3 Level Service 1 Route No. 00088 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 4300 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 4 Appr. Roadway Width 40.026 Span Type Main M Material 1 - Concrete Design 19 Length 46.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6880 Future ADT Year 2042 Bypass Detour 26.718961 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16443 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 13ft.-17ft.-13ft.X70ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6628 0518 X H Index 98.8839 Latitude 36:23:27.94 Longitude -95:37:57.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 88 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16443 Vault Link http://plansrv1/bridgemaintvault/b16443 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.39109444 Longitude DD -95.63267222 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15934 x -10645780.3747304 y 4354569.66694742
16442	6419 0286 X	16442	Pushmataha	S.H. 2	PANTHER CREEK	6419 0286 X	(13ft. - 17ft. - 17ft. - 13ft.) X 10ft. X 71ft. LONG RCB	1965	34.27591667	-95.64441667	65	0	—	4	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 15933 BRKEY 16442 NBI No. 16442 On Under 1 Structure No. 6419 0286 X Control No. 019 Lane Ind. Milepoint 02860 Facility Carried S.H. 2 Feature Intersected PANTHER CREEK Division 02 County 127 Location 2.86 N JCT SH-3 Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 9 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 65 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 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 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1920 Future ADT Year 2042 Bypass Detour 36.039529 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 16442 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 17ft. - 13ft.) X 10ft. X 71ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 0286 X H Index 98.9542 Latitude 34:16:33.3 Longitude -95:38:39.9 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 2 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 070 NBI Text 16442 Vault Link http://plansrv1/bridgemaintvault/b16442 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.27591667 Longitude DD -95.64441667 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15933 x -10647087.7609241 y 4065911.33912941
16350	4603 0339 X	16350	McIntosh	U.S. 69	EAGLE BLUFF RD UNDER	4603 0339 X	28ft. RIGID FRAME	1965	35.26558611	-95.59020556	30	0	—	1	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68	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	14000	2022	5	Unmatched
Raw data OBJECTID 15931 BRKEY 16350 NBI No. 16350 On Under 1 Structure No. 4603 0339 X Control No. 003 Lane Ind. Milepoint 03390 Facility Carried U.S. 69 Feature Intersected EAGLE BLUFF RD UNDER Division 01 County 091 Location 3.4 N PITTSBURG C/L Sufficiency 68 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 33.999 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 14000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 30 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 N Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance 2 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 22400 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 1306 Max Measured Clearance 1401 Min Measured Clearance 1309 NBI Rating 16350 ODOT County 46 Nav. Control N 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 28ft. RIGID FRAME Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 0339 X H Index 97.4979 Latitude 35:15:56.11 Longitude -95:35:24.74 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0339 NBI Text 16350 Vault Link http://plansrv1/bridgemaintvault/b16350 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.26558611 Longitude DD -95.59020556 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15931 x -10641053.0077635 y 4200032.06458186
16349	7541 0097 X	16349	Washita	S.H. 115	CREEK	7541 0097 X	3-10ft.X6ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS	1965	35.12649722	-98.74081111	33.136	34.003	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 15930 BRKEY 16349 NBI No. 16349 On Under 1 Structure No. 7541 0097 X Control No. 041 Lane Ind. Milepoint 00970 Facility Carried S.H. 115 Feature Intersected CREEK Division 05 County 149 Location 1.0 MI N KIOWA C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00115 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1965 ADT Total 610 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 34.003 Bridge Open Closed A TSF Rail 0 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16349 ODOT County 75 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.X6ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7541 0097 X H Index 93.5212 Latitude 35:07:35.39 Longitude -98:44:26.92 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 115 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16349 Vault Link http://plansrv1/bridgemaintvault/b16349 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.12649722 Longitude DD -98.74081111 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15930 x -10991776.81328 y 4181084.92616925
16348	7541 0067 X	16348	Washita	S.H. 115	CREEK	7541 0067 X	3-10ft.X7ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS	1965	35.12224167	-98.74079167	33.136	34.003	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 15929 BRKEY 16348 NBI No. 16348 On Under 1 Structure No. 7541 0067 X Control No. 041 Lane Ind. Milepoint 00670 Facility Carried S.H. 115 Feature Intersected CREEK Division 05 County 149 Location 0.7 MI N KIOWA C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00115 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1965 ADT Total 610 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 34.003 Bridge Open Closed A TSF Rail 0 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16348 ODOT County 75 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.X7ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7541 0067 X H Index 93.6425 Latitude 35:07:20.07 Longitude -98:44:26.85 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 115 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16348 Vault Link http://plansrv1/bridgemaintvault/b16348 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.12224167 Longitude DD -98.74079167 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15929 x -10991774.6492291 y 4180505.73223597
16347	7541 0055 X	16347	Washita	S.H. 115	CREEK	7541 0055 X	3-10ft.X6ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS	1965	35.12045833	-98.74079722	33.136	34.003	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 15928 BRKEY 16347 NBI No. 16347 On Under 1 Structure No. 7541 0055 X Control No. 041 Lane Ind. Milepoint 00550 Facility Carried S.H. 115 Feature Intersected CREEK Division 05 County 149 Location 0.6 MI N KIOWA C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00115 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1965 ADT Total 610 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 34.003 Bridge Open Closed A TSF Rail 0 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 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16347 ODOT County 75 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.X6ft.X32ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7541 0055 X H Index 94.914 Latitude 35:07:13.65 Longitude -98:44:26.87 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 115 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16347 Vault Link http://plansrv1/bridgemaintvault/b16347 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.12045833 Longitude DD -98.74079722 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15928 x -10991775.2670523 y 4180263.0229691
16346	6818 0049 X	16346	Sequoyah	S.H. 64B	CREEK	6818 0049 X	(3) 10ft. X 7ft. X 78ft. LONG RCB	1965	35.40033333	-94.59786667	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3500	2022	5	Unmatched
Raw data OBJECTID 15927 BRKEY 16346 NBI No. 16346 On Under 1 Structure No. 6818 0049 X Control No. 018 Lane Ind. Milepoint 00490 Facility Carried S.H. 64B Feature Intersected CREEK Division 01 County 135 Location 0.49 N JCT I-40 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 0064B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 3500 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 8 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.8 HS Inv. Rating Method 1 HS Inv. Method 37.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 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 16346 ODOT County 68 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 78ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6818 0049 X H Index 97.1627 Latitude 35:24:01.2 Longitude -94:35:52.32 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 64B Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18-0049 NBI Text 16346 Vault Link http://plansrv1/bridgemaintvault/b16346 GIS FO/SD Meets Standards H Inv. Method 20.6 Latitude DD 35.40033333 Longitude DD -94.59786667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15927 x -10530586.3478344 y 4218418.80911827
16345	7541 0024 X	16345	Washita	S.H. 115	CREEK	7541 0024 X	3-10ft.X7ft.X32ft. RDY. R.C.B.	1965	35.11622222	-98.74216389	33.136	34.003	—	3	0	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 15926 BRKEY 16345 NBI No. 16345 On Under 1 Structure No. 7541 0024 X Control No. 041 Lane Ind. Milepoint 00240 Facility Carried S.H. 115 Feature Intersected CREEK Division 05 County 149 Location 0.2 MI N KIOWA C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00115 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1965 ADT Total 610 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 34.003 Bridge Open Closed A TSF Rail 0 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 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16345 ODOT County 75 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.X7ft.X32ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7541 0024 X H Index 94.5473 Latitude 35:06:58.4 Longitude -98:44:31.79 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 115 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16345 Vault Link http://plansrv1/bridgemaintvault/b16345 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.11622222 Longitude DD -98.74216389 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15926 x -10991927.4040608 y 4179686.51755329
16514	7280R0840NX	16514	Tulsa	S.H. 51	GARNETT RD. UNDER	7280R0840NX	36ft.-68ft.-36ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 66 DEG. 59ft.30ft.	1965	36.05333333	-95.75666667	143.045	43.501	—	3	23	2	39.501	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	36200	2001	5	Unmatched
Raw data OBJECTID 15918 BRKEY 16514 NBI No. 16514 On Under 1 Structure No. 7280R0840NX Control No. 080 Lane Ind. N Milepoint 08400 Facility Carried S.H. 51 Feature Intersected GARNETT RD. UNDER Division 08 County 143 Location 2.2 MI SE JCT US 64 Sufficiency 84.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 39.501 Bridge System B 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 36200 ADT Year 2001 Design Load HS 20 Skew 23 No. Main Spans 3 Road Width 39.501 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 143.045 Deck Width 43.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 5 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 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 23500 Future ADT Year 2018 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance -1 Min Measured Clearance 15'0 NBI Rating 16514 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 36ft.-68ft.-36ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 66 DEG. 59ft.30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0840NX H Index 81.8141 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name 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 16514 Vault Link http://plansrv1/bridgemaintvault/b16514 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15918 x -10659583.3737656 y 4307962.43971303
16344	2041 0023 X	16344	Custer	S.H. 44	TURKEY CREEK	2041 0023 X	3-10ft.X10ft.X48ft. RDY. R.C.B., SK. 30 DEG. L.F	1965	35.46869444	-99.16989444	39.042	50	—	3	30	2	48.002	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	890	2022	5	Unmatched
Raw data OBJECTID 15907 BRKEY 16344 NBI No. 16344 On Under 1 Structure No. 2041 0023 X Control No. 041 Lane Ind. Milepoint 00230 Facility Carried S.H. 44 Feature Intersected TURKEY CREEK Division 05 County 039 Location 0.2 MI N WASHITA C/L Sufficiency 98.3 Kind Hwy 3 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 48.002 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 1965 ADT Total 890 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 48.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 Deck Width 50 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 82.39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1424 Future ADT Year 2042 Bypass Detour 24.854848 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 16344 ODOT County 20 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.X10ft.X48ft. RDY. R.C.B., SK. 30 DEG. L.F Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2041 0023 X H Index 94.39 Latitude 35:28:07.3 Longitude -99:10:11.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16344 Vault Link http://plansrv1/bridgemaintvault/b16344 GIS FO/SD Meets Standards H Inv. Method 45.78 Latitude DD 35.46869444 Longitude DD -99.16989444 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15907 x -11039542.1510835 y 4227758.67632934
16533	7280R0740NX	16533	Tulsa	S.H. 51	MINGO ROAD UNDER	7280R0740NX	32ft.-45ft.-45ft.-32ft. CONT	1965	36.05333333	-95.75666667	155.84	40	—	4	23	2	37.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	44550	2001	5	Unmatched
Raw data OBJECTID 15895 BRKEY 16533 NBI No. 16533 On Under 1 Structure No. 7280R0740NX Control No. 080 Lane Ind. N Milepoint 07400 Facility Carried S.H. 51 Feature Intersected MINGO ROAD UNDER Division 08 County 143 Location 1.2 MI SE JCT US 64 Sufficiency 89.5 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System B 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 44550 ADT Year 2001 Design Load H 20 Skew 23 No. Main Spans 4 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 99.9 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 155.84 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N 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 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 28000 Future ADT Year 2018 Bypass Detour 1.242742 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 16533 ODOT County 72 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 32ft.-45ft.-45ft.-32ft. CONT Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0740NX H Index 88.2157 Latitude 36:03:12 Longitude -95:45:24 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 16533 Vault Link http://plansrv1/bridgemaintvault/b16533 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15895 x -10659583.3737656 y 4307962.43971303
16532	7218 0527EX	16532	Tulsa	U.S. 75 NB	NICKLE CREEK	7218 0527EX	3-50ft. I-BM. SPANS	1965	36.02110556	-96.01141667	150.919	37.999	—	3	0	2	35.997	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	23350	2022	5	Unmatched
Raw data OBJECTID 15894 BRKEY 16532 NBI No. 16532 On Under 1 Structure No. 7218 0527EX Control No. 018 Lane Ind. E Milepoint 05270 Facility Carried U.S. 75 NB Feature Intersected NICKLE CREEK Division 08 County 143 Location 5.2 MI N JCT SH-67 Sufficiency 92.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 35.997 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 23350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 35.997 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 37.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88.2 HS Inv. Rating Method 1 HS Inv. Method 52.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 37360 Future ADT Year 2042 Bypass Detour 0.124274 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 16532 ODOT County 72 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 3-50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 0527EX H Index 96.8135 Latitude 36:01:15.98 Longitude -96:00:41.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16532 Vault Link http://plansrv1/bridgemaintvault/b16532 GIS FO/SD Meets Standards H Inv. Method 40.8 Latitude DD 36.02110556 Longitude DD -96.01141667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15894 x -10687942.0140452 y 4303525.85329878
16531	7218 0527WXR	16531	Tulsa	U.S. 75 RAMP	NICKLE CREEK	7218 0527WXR	3-50ft. I-BM. SPANS	1965	36.02110833	-96.01181389	150.919	21.001	—	3	0	1	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	15000	2022	5	Unmatched
Raw data OBJECTID 15893 BRKEY 16531 NBI No. 16531 On Under 1 Structure No. 7218 0527WXR Control No. 018 Lane Ind. W Milepoint 05270 Facility Carried U.S. 75 RAMP Feature Intersected NICKLE CREEK Division 08 County 143 Location 5.2 MI N JCT SH-67 Sufficiency 88.1 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 17.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1965 ADT Total 15000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 17.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 21.001 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 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75.4 HS Inv. Rating Method 1 HS Inv. Method 45.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16531 ODOT County 72 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 3-50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7218 0527WXR H Index 89.4575 Latitude 36:01:15.99 Longitude -96:00:42.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 RAMP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 16531 Vault Link http://plansrv1/bridgemaintvault/b16531 GIS FO/SD Meets Standards H Inv. Method 34.8 Latitude DD 36.02110833 Longitude DD -96.01181389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15893 x -10687986.2323733 y 4303526.23454858
16530	4623T0430 X	16530	McIntosh	CO. RD. 4628C	IND. NATION TP UNDER	4623T0430 X	36,2-43ft.,36ft. PC BM S	1965	35.20279722	-95.92284167	159.121	28.999	—	4	8	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	55.2	Fair (5)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	7800	2022	5	Unmatched
Raw data OBJECTID 15892 BRKEY 16530 NBI No. 16530 On Under 1 Structure No. 4623T0430 X Control No. 023 Lane Ind. Milepoint 04300 Facility Carried CO. RD. 4628C Feature Intersected IND. NATION TP UNDER Division 01 County 091 Location 16.36 MI'S S. JCT I-40 Sufficiency 55.2 Kind Hwy 4 Level Service 1 Route No. 04628 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 7800 ADT Year 2022 Design Load H 20 Skew 8 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 159.121 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 40.455 HS Inv. Rating Method 1 HS Inv. Method 24.251 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1609 Min Measured Clearance 1609 NBI Rating 16530 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36,2-43ft.,36ft. PC BM S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4623T0430 X H Index 98.2501 Latitude 35:12:10.07 Longitude -95:55:22.23 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 4628C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 16.36 NBI Text 16530 Vault Link http://plansrv1/bridgemaintvault/b16530 GIS FO/SD FO H Inv. Method 17.417 Latitude DD 35.20279722 Longitude DD -95.92284167 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15892 x -10678081.8901482 y 4191474.74157277
16529	4603 0633 X	16529	McIntosh	U.S. 69 BUS.	U.S. 69 UNDER	4603 0633 X	30ft. - (2) 45ft. - 30ft. CONTINUOUS CONCRETE SLAB	1965	35.30788056	-95.59100278	152.001	32.999	—	4	0	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	4000	2022	5	Unmatched
Raw data OBJECTID 15891 BRKEY 16529 NBI No. 16529 On Under 1 Structure No. 4603 0633 X Control No. Lane Ind. Milepoint Facility Carried U.S. 69 BUS. Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 6.3 N PITTSBURG C/L Sufficiency 82 Kind Hwy 3 Level Service 6 Route No. 0069B Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 25 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1965 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 25 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 152.001 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1610 Min Measured Clearance 1605 NBI Rating 16529 ODOT County 46 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 2.5 Rt. Curb SW 2.5 Description 30ft. - (2) 45ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 0633 X H Index 84.1539 Latitude 35:18:28.37 Longitude -95:35:27.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 69 BUS Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID 03-0633 NBI Text 16529 Vault Link http://plansrv1/bridgemaintvault/b16529 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.30788056 Longitude DD -95.59100278 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 15891 x -10641141.753888 y 4205799.99547825
16528	2041 0336 X	16528	Custer	S.H. 44	OAK CREEK	2041 0336 X	3-50ft. WEATHERING STEEL I-BEAM SPANS	1965	35.51100556	-99.17873889	150	33.999	—	3	0	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 15890 BRKEY 16528 NBI No. 16528 On Under 1 Structure No. 2041 0336 X Control No. 041 Lane Ind. Milepoint 03360 Facility Carried S.H. 44 Feature Intersected OAK CREEK Division 05 County 039 Location 3.4 MI N WASHITA C/L Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1965 ADT Total 1200 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 31.001 Span Type Main M Material 3 - Steel Design 02 Length 150 Deck Width 33.999 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 8 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 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 50 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1920 Future ADT Year 2042 Bypass Detour 24.854848 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 16528 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. WEATHERING STEEL I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2041 0336 X H Index 100 Latitude 35:30:39.62 Longitude -99:10:43.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 44 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 16528 Vault Link http://plansrv1/bridgemaintvault/b16528 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.51100556 Longitude DD -99.17873889 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15890 x -11040526.7107538 y 4233543.42975479
16434	2041 0889 X	16434	Custer	S.H. 44	COMET CREEK	2041 0889 X	(13ft.-17ft.-13ft.)X12ft.X38ft. R.C.B., SK. 30 DEG. L.F.	1965	35.58561111	-99.182075	54.134	40	—	3	30	2	38.002	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	640	2022	5	Unmatched
Raw data OBJECTID 15889 BRKEY 16434 NBI No. 16434 On Under 1 Structure No. 2041 0889 X Control No. 041 Lane Ind. Milepoint 08890 Facility Carried S.H. 44 Feature Intersected COMET CREEK Division 05 County 039 Location 9.0 MI N WASHITA C/L Sufficiency 98.6 Kind Hwy 3 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 1965 ADT Total 640 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.186 HS Inv. Rating Method 1 HS Inv. Method 36.156 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1024 Future ADT Year 2042 Bypass Detour 29.204446 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 16434 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X12ft.X38ft. R.C.B., SK. 30 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2041 0889 X H Index 92.9493 Latitude 35:35:08.2 Longitude -99:10:55.47 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16434 Vault Link http://plansrv1/bridgemaintvault/b16434 GIS FO/SD Meets Standards H Inv. Method 18.85 Latitude DD 35.58561111 Longitude DD -99.182075 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15889 x -11040898.0848203 y 4243750.89233291
16433	7280 0350SX	16433	Tulsa	U.S. 64 / S.H. 51	PITTSBURG AVE. UNDER	7280 0350SX	48ft. IBM SPAN	1965	36.122206	-95.930633	50	51.001	—	1	13	3	47.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	42850	2022	5	Unmatched
Raw data OBJECTID 15888 BRKEY 16433 NBI No. 16433 On Under 1 Structure No. 7280 0350SX Control No. 080 Lane Ind. S Milepoint 03500 Facility Carried U.S. 64 / S.H. 51 Feature Intersected PITTSBURG AVE. UNDER Division 08 County 143 Location 1.3 MI SE 21 ST Sufficiency 90.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1965 ADT Total 42850 ADT Year 2022 Design Load H 20 Skew 13 No. Main Spans 1 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 6.5 Underclearance Left 6.5 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 3 - Steel Design 02 Length 50 Deck Width 51.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 68560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1410 Max Measured Clearance 1510 Min Measured Clearance 1506 NBI Rating 16433 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft. IBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0350SX H Index 91.3021 Latitude 36:07:19.94 Longitude -95:55:50.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 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 16433 Vault Link http://plansrv1/bridgemaintvault/b16433 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.122206 Longitude DD -95.930633 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15888 x -10678949.2170364 y 4317449.78431183
16432	7280 0350NX	16432	Tulsa	U.S. 64 / S.H. 51	PITTSBURG AVE. UNDER	7280 0350NX	48ft. IBM SPAN W/F-SHAPED PARAPETS 48ft.CL.RWY.	1965	36.122564	-95.930536	50	51.001	—	1	13	3	47.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	42400	2022	5	Unmatched
Raw data OBJECTID 15887 BRKEY 16432 NBI No. 16432 On Under 1 Structure No. 7280 0350NX Control No. 080 Lane Ind. N Milepoint 03500 Facility Carried U.S. 64 / S.H. 51 Feature Intersected PITTSBURG AVE. UNDER Division 08 County 143 Location 1.3 MI SE 21 ST Sufficiency 90.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1965 ADT Total 42400 ADT Year 2022 Design Load H 20 Skew 13 No. Main Spans 1 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 6.5 Underclearance Left 6.5 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 3 - Steel Design 02 Length 50 Deck Width 51.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 67840 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1410 Max Measured Clearance 1508 Min Measured Clearance 1502 NBI Rating 16432 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft. IBM SPAN W/F-SHAPED PARAPETS 48ft.CL.RWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0350NX H Index 92.0283 Latitude 36:07:21.23 Longitude -95:55:49.93 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 16432 Vault Link http://plansrv1/bridgemaintvault/b16432 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.122564 Longitude DD -95.930536 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15887 x -10678938.4190458 y 4317499.12123871
16431	6714 0140 X	16431	Seminole	S.H. 9	MAGNOLIA CREEK	6714 0140 X	(13ft.-17ft.-13ft.)X 12ft.X 116ft.	1965	35.24649444	-96.67578611	54.134	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	9800	2022	5	Unmatched
Raw data OBJECTID 15886 BRKEY 16431 NBI No. 16431 On Under 1 Structure No. 6714 0140 X Control No. 014 Lane Ind. Milepoint 01400 Facility Carried S.H. 9 Feature Intersected MAGNOLIA CREEK Division 03 County 133 Location 0.2 MI W OF SH 99 Sufficiency 82.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1965 ADT Total 9800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 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 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 15680 Future ADT Year 2042 Bypass Detour 3.106856 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 16431 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 12ft.X 116ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6714 0140 X H Index 98.68 Latitude 35:14:47.38 Longitude -96:40:32.83 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16431 Vault Link http://plansrv1/bridgemaintvault/b16431 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.24649444 Longitude DD -96.67578611 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15886 x -10761899.2818046 y 4197429.41307941
16508	1036 0749WX	16508	Carter	I-35 SB	BNSF R.R.	1036 0749WX	(3) 44ft. I-BEAM SPANS SKEWED 14°	1965	34.17686111	-97.16840556	133.832	59.59	—	3	14	3	56.591	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	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	16250	2022	5	Unmatched
Raw data OBJECTID 15870 BRKEY 16508 NBI No. 16508 On Under 1 Structure No. 1036 0749WX Control No. 036 Lane Ind. W Milepoint 07490 Facility Carried I-35 SB Feature Intersected BNSF R.R. Division 07 County 019 Location 0.3 MI N JCT US70 Sufficiency 93.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 56.591 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 16250 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 56.591 Ref. Underclearance Rt. R Underclearance Right 12.999 Underclearance Left 19.501 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56.591 Span Type Main M Material 3 - Steel Design 02 Length 133.832 Deck Width 59.59 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.9 HS Inv. Rating Method 1 HS Inv. Method 36.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26000 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 16508 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 44ft. I-BEAM SPANS SKEWED 14° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0749WX H Index 95.3975 Latitude 34:10:36.7 Longitude -97:10:06.26 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 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 111 NBI Text 16508 Vault Link http://plansrv1/bridgemaintvault/b16508 GIS FO/SD FO H Inv. Method 27.6 Latitude DD 34.17686111 Longitude DD -97.16840556 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15870 x -10816737.4281335 y 4052574.94702011
16507	1036 0749EX	16507	Carter	I-35 NB	BNSF R.R.	1036 0749EX	(3) 34ft. I-BEAM SPANS SKEWED 14° WITH (2) 6ft. CURBS	1965	34.17700278	-97.16770278	132.874	52.999	—	3	14	3	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.9	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	16750	2022	5	Unmatched
Raw data OBJECTID 15869 BRKEY 16507 NBI No. 16507 On Under 1 Structure No. 1036 0749EX Control No. 036 Lane Ind. E Milepoint 07490 Facility Carried I-35 NB Feature Intersected BNSF R.R. Division 07 County 019 Location 0.3 MI N JCT US70 Sufficiency 91.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 50 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 16750 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. R Underclearance Right 19.6 Underclearance Left 12.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 132.874 Deck Width 52.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.7 HS Inv. Rating Method 1 HS Inv. Method 47.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26800 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 16507 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 34ft. I-BEAM SPANS SKEWED 14° WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0749EX H Index 96.3523 Latitude 34:10:37.21 Longitude -97:10:03.73 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 110 NBI Text 16507 Vault Link http://plansrv1/bridgemaintvault/b16507 GIS FO/SD FO H Inv. Method 35 Latitude DD 34.17700278 Longitude DD -97.16770278 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15869 x -10816659.1950217 y 4052594.0096364
16506	6134T0620 X	16506	Pittsburg	IND. NATION TP	SANDY CREEK	6134T0620 X	42ft.-53ft.-42ft. PC BM SPANS	1965	34.94154444	-95.841325	139.108	87.999	—	3	0	4	82.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	8400	2022	5	Unmatched
Raw data OBJECTID 15868 BRKEY 16506 NBI No. 16506 On Under 1 Structure No. 6134T0620 X Control No. 034 Lane Ind. Milepoint 06200 Facility Carried IND. NATION TP Feature Intersected SANDY CREEK Division 02 County 121 Location 35.24 MI'S S. JCT I-40 Sufficiency 97.5 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 67.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 8400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 82.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 139.108 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 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 54 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13440 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16506 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 42ft.-53ft.-42ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6134T0620 X H Index 95.0236 Latitude 34:56:29.56 Longitude -95:50:28.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 35.24 NBI Text 16506 Vault Link http://plansrv1/bridgemaintvault/b16506 GIS FO/SD Meets Standards H Inv. Method 27.8 Latitude DD 34.94154444 Longitude DD -95.841325 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15868 x -10669007.4959526 y 4155940.10170595
16505	4623T0480 X	16505	McIntosh	IND. NATION TP	MILL CREEK	4623T0480 X	3-45ft. PC BM SPANS	1965	35.21035833	-95.92328611	137.139	87.999	—	3	0	4	82.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	7800	2022	5	Unmatched
Raw data OBJECTID 15867 BRKEY 16505 NBI No. 16505 On Under 1 Structure No. 4623T0480 X Control No. 023 Lane Ind. Milepoint 04800 Facility Carried IND. NATION TP Feature Intersected MILL CREEK Division 01 County 091 Location 15.83 MI'S S. JCT I-40 Sufficiency 86.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 7800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 82.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 137.139 Deck Width 87.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.2 HS Inv. Rating Method 1 HS Inv. Method 34.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16505 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-45ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4623T0480 X H Index 88.8293 Latitude 35:12:37.29 Longitude -95:55:23.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15.83 NBI Text 16505 Vault Link http://plansrv1/bridgemaintvault/b16505 GIS FO/SD Meets Standards H Inv. Method 28.9 Latitude DD 35.21035833 Longitude DD -95.92328611 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15867 x -10678131.3649827 y 4192504.87355327
16504	5602 0286 X	16504	Okmulgee	U.S. 75B	COAL CREEK	5602 0286 X	(3) 45ft. I-BEAM	1965	35.43975833	-95.97182778	136.201	73.999	—	3	0	4	71.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	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	13200	2022	5	Unmatched
Raw data OBJECTID 15848 BRKEY 16504 NBI No. 16504 On Under 1 Structure No. 5602 0286 X Control No. 002 Lane Ind. Milepoint 02860 Facility Carried U.S. 75B Feature Intersected COAL CREEK Division 01 County 111 Location 0.1 W JCT US-75 Sufficiency 84.6 Kind Hwy 2 Level Service 6 Route No. 0075B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 71.001 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 13200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 71.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 3 - Steel Design 02 Length 136.201 Deck Width 73.999 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 5 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 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 21120 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16504 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 45ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5602 0286 X H Index 81.5644 Latitude 35:26:23.13 Longitude -95:58:18.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75-B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID 02-0286 NBI Text 16504 Vault Link http://plansrv1/bridgemaintvault/b16504 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.43975833 Longitude DD -95.97182778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15848 x -10683534.9989693 y 4223804.29943167
16501	6134T0050 X	16501	Pittsburg	IND. NATION TP	U.P. R.R. UNDER	6134T0050 X	39ft.-41ft.-39ft. PC BM SPANS	1965	34.86489444	-95.81499444	120.079	97.999	—	3	2	6	92.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.2	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	8400	2022	5	Unmatched
Raw data OBJECTID 15845 BRKEY 16501 NBI No. 16501 On Under 1 Structure No. 6134T0050 X Control No. 034 Lane Ind. Milepoint 00500 Facility Carried IND. NATION TP Feature Intersected U.P. R.R. UNDER Division 02 County 121 Location 40.84 MI'S S. JCT I-40 Sufficiency 99.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 92.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 8400 ADT Year 2022 Design Load HS 20 Skew 2 No. Main Spans 3 Road Width 92.999 Ref. Underclearance Rt. R Underclearance Right 20 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 87.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.079 Deck Width 97.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.2 HS Inv. Rating Method 1 HS Inv. Method 44.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13440 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16501 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 39ft.-41ft.-39ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6134T0050 X H Index 99.2605 Latitude 34:51:53.62 Longitude -95:48:53.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 40.84 NBI Text 16501 Vault Link http://plansrv1/bridgemaintvault/b16501 GIS FO/SD Meets Standards H Inv. Method 34.9 Latitude DD 34.86489444 Longitude DD -95.81499444 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15845 x -10666076.3914211 y 4145535.96197292
16496	5631T0000 X	16496	Okmulgee	IND. NATION TP	CO. RD. E1130 UNDER	5631T0039 X	33ft.,48.3ft.,41ft. PC BM SPANS	1965	35.37665	-95.960556	124.016	87.999	—	3	16	4	81.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.3	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	8100	2022	5	Unmatched
Raw data OBJECTID 15822 BRKEY 16496 NBI No. 16496 On Under 1 Structure No. 5631T0000 X Control No. 031 Lane Ind. Milepoint 00000 Facility Carried IND. NATION TP Feature Intersected CO. RD. E1130 UNDER Division 01 County 111 Location 3.96 MI'S S. JCT I-40 Sufficiency 94.3 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 16 No. Main Spans 3 Road Width 81.001 Ref. Underclearance Rt. H Underclearance Right 3 Underclearance Left 3 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 124.016 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.2 HS Inv. Rating Method 1 HS Inv. Method 33.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 1610 Min Measured Clearance 1609 NBI Rating 16496 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,48.3ft.,41ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5631T0039 X H Index 99.2648 Latitude 35:22:35.94 Longitude -95:57:38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name INDIAN NATION TURNPIKE Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03.96 NBI Text 16496 Vault Link http://plansrv1/bridgemaintvault/b16496 GIS FO/SD FO H Inv. Method 28.2 Latitude DD 35.37665 Longitude DD -95.960556 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15822 x -10682280.2301594 y 4215184.91123697