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
15375	1938R0854 X	15375	Creek	S.H. 51	COTTONWOOD CREEK	1938 0854 X	6-46ft. I-BM. SPANS WI	1961	36.10817778	-96.42842222	272.966	31.001	—	6	20	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	38.1	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3300	2012	5	Unmatched
Raw data OBJECTID 15734 BRKEY 15375 NBI No. 15375 On Under 1 Structure No. 1938R0854 X Control No. 038 Lane Ind. Milepoint 08540 Facility Carried S.H. 51 Feature Intersected COTTONWOOD CREEK Division 08 County 037 Location 8.5 MI E JCT SH 99 Sufficiency 38.1 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1961 ADT Total 3300 ADT Year 2012 Design Load H 20 Skew 20 No. Main Spans 6 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 272.966 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 5 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 56.108 HS Inv. Rating Method 1 HS Inv. Method 33.731 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2032 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15375 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 6-46ft. I-BM. SPANS WI Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1938 0854 X H Index 51.0848 Latitude 36:06:29.44 Longitude -96:25:42.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15375 Vault Link http://plansrv1/bridgemaintvault/b15375 GIS FO/SD SD H Inv. Method 25.243 Latitude DD 36.10817778 Longitude DD -96.42842222 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15734 x -10734362.8595292 y 4315516.69530027
15373	0702 0037 X	15373	Bryan	BNSF R.R.	U.S. 69 UNDER	0702 0037 X	RAILROAD: 96ft. - 57ft. - 82ft. PLATE GIRDER SK 60 DEG.	1961	33.8267	-96.52984722	245.079	8.999	—	3	60	4	36.001	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	02 - Principal Arterial Other (Rural)	H	30000	2022	5	Unmatched
Raw data OBJECTID 15732 BRKEY 15373 NBI No. 15373 On Under 2 Structure No. 0702 0037 X Control No. 002 Lane Ind. Milepoint 00370 Facility Carried BNSF R.R. Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 0.37 N TX S/L Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.001 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1961 ADT Total 30000 ADT Year 2022 Design Load Railroad Skew 60 No. Main Spans 3 Road Width 36.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 03 Length 245.079 Deck Width 8.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 48000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1610 Min Measured Clearance 1603 NBI Rating 15373 ODOT County 07 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 9 Lft. Curb SW 0 Rt. Curb SW 0 Description RAILROAD: 96ft. - 57ft. - 82ft. PLATE GIRDER SK 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0702 0037 X H Index -1 Latitude 33:49:36.12 Longitude -96:31:47.45 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name U.S. 69 UNDER Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 004 NBI Text 15373 Vault Link http://plansrv1/bridgemaintvault/b15373 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 33.8267 Longitude DD -96.52984722 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15732 x -10745653.4388829 y 4005555.73977546
15277	3204 1591 X	15277	Hughes	U.S. 75	CREEK	3204 1591 X	3-10ft.X10ft.X62ft. RC BOX	1961	35.19735278	-96.24821667	34.121	63.976	—	3	0	2	41.995	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1700	2022	5	Unmatched
Raw data OBJECTID 15730 BRKEY 15277 NBI No. 15277 On Under 1 Structure No. 3204 1591 X Control No. 004 Lane Ind. Milepoint 15910 Facility Carried U.S. 75 Feature Intersected CREEK Division 03 County 063 Location 2.4 MI S JCT SH 9 Sufficiency 93.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.698 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 1961 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 41.995 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 63.976 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 90.01 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 27.961703 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 15277 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X10ft.X62ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 1591 X H Index 97.36 Latitude 35:11:50.47 Longitude -96:14:53.58 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15277 Vault Link http://plansrv1/bridgemaintvault/b15277 GIS FO/SD Meets Standards H Inv. Method 50.01 Latitude DD 35.19735278 Longitude DD -96.24821667 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15730 x -10714302.4694651 y 4190733.04588357
15276	5568R1367 X	15276	Oklahoma	I-40	CREEK	5568 1367 X	3-10ft.X 8ft.X 278ft. R.C.BOX	1961	35.387239	-97.253006	32.999	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46100	2018	5	Unmatched
Raw data OBJECTID 15729 BRKEY 15276 NBI No. 15276 On Under 1 Structure No. 5568R1367 X Control No. 068 Lane Ind. Milepoint 13670 Facility Carried I-40 Feature Intersected CREEK Division 04 County 109 Location 2 MI E OF JCT-I240 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1961 ADT Total 46100 ADT Year 2018 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 20 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 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 99.97 HS Inv. Rating Method 1 HS Inv. Method 72.24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73760 Future ADT Year 2038 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15276 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 278ft. R.C.BOX Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5568 1367 X H Index 80.9473 Latitude 35:23:14.06 Longitude -97:15:10.82 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15276 Vault Link http://plansrv1/bridgemaintvault/b15276 GIS FO/SD Meets Standards H Inv. Method 52.92 Latitude DD 35.387239 Longitude DD -97.253006 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15729 x -10826155.1060352 y 4216630.69462417
15275	6323 1005WXR	15275	Pottawatomie	U.S. 270 RAMP	CREEK	6323 1005WXR	2-10ft. X 6ft. X 81ft. RDY	1961	35.26432778	-96.92396111	30.84	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94	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	5900	2022	5	Unmatched
Raw data OBJECTID 15728 BRKEY 15275 NBI No. 15275 On Under 1 Structure No. 6323 1005WXR Control No. 023 Lane Ind. W Milepoint 10050 Facility Carried U.S. 270 RAMP Feature Intersected CREEK Division 03 County 125 Location 7.8 MI S JCT SH 3 Sufficiency 94 Kind Hwy 2 Level Service 7 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1961 ADT Total 5900 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 5 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.88 HS Inv. Rating Method 1 HS Inv. Method 29.32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9440 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 15275 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 6ft. X 81ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 6323 1005WXR H Index 98.02 Latitude 35:15:51.58 Longitude -96:55:26.26 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 15275 Vault Link http://plansrv1/bridgemaintvault/b15275 GIS FO/SD Meets Standards H Inv. Method 16.29 Latitude DD 35.26432778 Longitude DD -96.92396111 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15728 x -10789525.9964322 y 4199860.50521616
15274	6323 1005WX	15274	Pottawatomie	U.S. 270	CREEK	6323 1005WX	2-10ft. X 6ft. X 127ft. RD	1961	35.26385833	-96.92415556	30.84	123.999	—	2	45	2	32.152	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.8	Fair (5)	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	5000	2022	5	Unmatched
Raw data OBJECTID 15727 BRKEY 15274 NBI No. 15274 On Under 1 Structure No. 6323 1005WX Control No. 023 Lane Ind. W Milepoint 10050 Facility Carried U.S. 270 Feature Intersected CREEK Division 03 County 125 Location 7.7 MI S JCT SH 3 Sufficiency 87.8 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 31.824 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 1961 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 20 Appr. Roadway Width 32.152 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 Deck Width 123.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.24 HS Inv. Rating Method 1 HS Inv. Method 26.54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 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 15274 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 6ft. X 127ft. RD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6323 1005WX H Index 93.3622 Latitude 35:15:49.89 Longitude -96:55:26.96 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15274 Vault Link http://plansrv1/bridgemaintvault/b15274 GIS FO/SD Meets Standards H Inv. Method 20.48 Latitude DD 35.26385833 Longitude DD -96.92415556 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15727 x -10789547.6425072 y 4199796.5015879
15273	6323 0939WXR	15273	Pottawatomie	U.S. 270 OFF RAMP	CREEK	6323 0939WXR	3-10ft. X 7ft. X 50ft. RDY	1961	35.27201944	-96.93175	38.058	52.001	—	3	30	1	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	500	2022	5	Unmatched
Raw data OBJECTID 15726 BRKEY 15273 NBI No. 15273 On Under 1 Structure No. 6323 0939WXR Control No. 023 Lane Ind. W Milepoint 09390 Facility Carried U.S. 270 OFF RAMP Feature Intersected CREEK Division 03 County 125 Location 7.0 MI S JCT SH 3 Sufficiency 99.9 Kind Hwy 2 Level Service 7 Route No. 00270 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 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1961 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 1 Fill RCB 6 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 52.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.32 HS Inv. Rating Method 1 HS Inv. Method 37.39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15273 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 50ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 6323 0939WXR H Index 97.1501 Latitude 35:16:19.27 Longitude -96:55:54.3 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 15273 Vault Link http://plansrv1/bridgemaintvault/b15273 GIS FO/SD Meets Standards H Inv. Method 20.74 Latitude DD 35.27201944 Longitude DD -96.93175 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15726 x -10790393.0517009 y 4200909.2195458
15185	6323R0465WX	15185	Pottawatomie	U.S. 270	RR AND ST UNDER	6323 0465WX	(64ft.-80ft.-64ft. CONT.)	1960	35.33833333	-96.94333333	261.155	30.84	—	3	43	2	27.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	55.1	Fair (5)	Critical (2)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6800	2006	5	Unmatched
Raw data OBJECTID 15725 BRKEY 15185 NBI No. 15185 On Under 1 Structure No. 6323R0465WX Control No. 023 Lane Ind. W Milepoint 04650 Facility Carried U.S. 270 Feature Intersected RR AND ST UNDER Division 03 County 125 Location 2.4 MI S JCT SH 3 Sufficiency 55.1 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 27.001 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 1960 ADT Total 6800 ADT Year 2006 Design Load H 20 Skew 43 No. Main Spans 3 Road Width 27.001 Ref. Underclearance Rt. R Underclearance Right 13.599 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 261.155 Deck Width 30.84 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 2 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.478 HS Inv. Rating Method 1 HS Inv. Method 30.865 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2026 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15185 ODOT County 63 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 6 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description (64ft.-80ft.-64ft. CONT.) Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6323 0465WX H Index 59.9204 Latitude 35:20:18 Longitude -96:56:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15185 Vault Link http://plansrv1/bridgemaintvault/b15185 GIS FO/SD SD H Inv. Method 24.03 Latitude DD 35.33833333 Longitude DD -96.94333333 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15725 x -10791682.5020982 y 4209954.8776001
15184	6323R0465EX	15184	Pottawatomie	U.S. 270	RR AND ST UNDER	6323 0465EX	(64ft.-80ft.-64ft. CONT.)5	1960	35.33833333	-96.94333333	261.155	30.84	—	3	43	2	26.9	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	40.5	Poor (4)	Critical (2)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6800	2006	5	Unmatched
Raw data OBJECTID 15724 BRKEY 15184 NBI No. 15184 On Under 1 Structure No. 6323R0465EX Control No. 023 Lane Ind. E Milepoint 04650 Facility Carried U.S. 270 Feature Intersected RR AND ST UNDER Division 03 County 125 Location 2.4 MI S JCT SH 3 Sufficiency 40.5 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 26.9 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 1960 ADT Total 6800 ADT Year 2006 Design Load H 20 Skew 43 No. Main Spans 3 Road Width 26.9 Ref. Underclearance Rt. R Underclearance Right 13.599 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 261.155 Deck Width 30.84 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 6 Deck Rating 2 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.478 HS Inv. Rating Method 1 HS Inv. Method 30.865 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2026 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15184 ODOT County 63 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 1.64 Rt. Curb SW 1.64 Description (64ft.-80ft.-64ft. CONT.)5 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6323 0465EX H Index 60.3568 Latitude 35:20:18 Longitude -96:56:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15184 Vault Link http://plansrv1/bridgemaintvault/b15184 GIS FO/SD SD H Inv. Method 24.03 Latitude DD 35.33833333 Longitude DD -96.94333333 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15724 x -10791682.5020982 y 4209954.8776001
15183	5308 0328WX	15183	Nowata	U.S. 169	CALIFORNIA CREEK	5308 0328WX	80ft.-100ft.-80ft. CONT.PL.GIRDERS 38ft.CL.RDY.W/F SHAPED PARAPET.	1960	36.74802778	-95.62983333	260	41.001	—	3	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2700	2022	5	Unmatched
Raw data OBJECTID 15723 BRKEY 15183 NBI No. 15183 On Under 1 Structure No. 5308 0328WX Control No. 008 Lane Ind. W Milepoint 03280 Facility Carried U.S. 169 Feature Intersected CALIFORNIA CREEK Division 08 County 105 Location 3.5 MI N JCT US 60 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1960 ADT Total 2700 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 260 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 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 15183 ODOT County 53 Nav. Control 0 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 80ft.-100ft.-80ft. CONT.PL.GIRDERS 38ft.CL.RDY.W/F SHAPED PARAPET. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5308 0328WX H Index 98.6743 Latitude 36:44:52.9 Longitude -95:37:47.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 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 15183 Vault Link http://plansrv1/bridgemaintvault/b15183 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.74802778 Longitude DD -95.62983333 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15723 x -10645464.3509412 y 4404043.06379333
15182	5308 0328EX	15182	Nowata	U.S. 169	CALIFORNIA CREEK	5308 0328EX	80ft.-100ft.-80ft. CONT.PLATE GIRDERS SPANS W/38ft.CL.RWY. F-SHAPED PARAPETS.	1960	36.74809167	-95.62961667	260	41.001	—	3	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2750	2022	5	Unmatched
Raw data OBJECTID 15722 BRKEY 15182 NBI No. 15182 On Under 1 Structure No. 5308 0328EX Control No. 008 Lane Ind. E Milepoint 03280 Facility Carried U.S. 169 Feature Intersected CALIFORNIA CREEK Division 08 County 105 Location 3.5 MI N JCT US 60 Sufficiency 93.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1960 ADT Total 2750 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 260 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 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 15182 ODOT County 53 Nav. Control 0 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 80ft.-100ft.-80ft. CONT.PLATE GIRDERS SPANS W/38ft.CL.RWY. F-SHAPED PARAPETS. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5308 0328EX H Index 98.2317 Latitude 36:44:53.13 Longitude -95:37:46.62 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 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 15182 Vault Link http://plansrv1/bridgemaintvault/b15182 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 36.74809167 Longitude DD -95.62961667 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15722 x -10645440.2324603 y 4404051.93991013
15181	0812 1097 X	15181	Caddo	U.S. 281	WHITE BREAD CREEK	0812 1097 X	5-50ft. I-BM. SPANS	1960	35.22840556	-98.26227778	252.953	31.001	—	5	45	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1800	2022	5	Unmatched
Raw data OBJECTID 15721 BRKEY 15181 NBI No. 15181 On Under 1 Structure No. 0812 1097 X Control No. 012 Lane Ind. Milepoint 10970 Facility Carried U.S. 281 Feature Intersected WHITE BREAD CREEK Division 07 County 015 Location 11.0 N US62 ANADARKO Sufficiency 68.7 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 1800 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 5 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 252.953 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 55.923407 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15181 ODOT County 08 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 1097 X H Index 83.9825 Latitude 35:13:42.26 Longitude -98:15:44.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27 NBI Text 15181 Vault Link http://plansrv1/bridgemaintvault/b15181 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.22840556 Longitude DD -98.26227778 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15721 x -10938506.7266568 y 4194964.03117934
15180	5568R0245NX	15180	Oklahoma	I-40 WB	FAU 9440 (SE 15 ST) UND	5568 0245NX	60ft.-110ft.-60ft. CONT. PLATE GIRDER SPANS SK. 33 DEG.22ft.45ft.	1960	35.449858	-97.431725	231.001	46.801	—	3	57	3	42.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.5	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35000	2019	5	Unmatched
Raw data OBJECTID 15720 BRKEY 15180 NBI No. 15180 On Under 1 Structure No. 5568R0245NX Control No. 068 Lane Ind. N Milepoint 02450 Facility Carried I-40 WB Feature Intersected FAU 9440 (SE 15 ST) UND Division 04 County 109 Location 2.6 MI E OF JCT I35 Sufficiency 64.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.998 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 1960 ADT Total 35000 ADT Year 2019 Design Load HS 20 Skew 57 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 231.001 Deck Width 46.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75.4 HS Inv. Rating Method 1 HS Inv. Method 45.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 56000 Future ADT Year 2039 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 1605 Min Measured Clearance 1500 NBI Rating 15180 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-110ft.-60ft. CONT. PLATE GIRDER SPANS SK. 33 DEG.22ft.45ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5568 0245NX H Index 82.4141 Latitude 35:26:59.49 Longitude -97:25:54.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15180 Vault Link http://plansrv1/bridgemaintvault/b15180 GIS FO/SD FO H Inv. Method 25.8 Latitude DD 35.449858 Longitude DD -97.431725 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15720 x -10846050.0141103 y 4225184.3476563
15090	0812 1621 X	15090	Caddo	U.S. 281	FLAT DRAW CREEK	0812 1621 X	3-40ft. I-BM. SPANS SK 30 DEG	1960	35.29439444	-98.27848056	122.047	31.001	—	3	30	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.9	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 15719 BRKEY 15090 NBI No. 15090 On Under 1 Structure No. 0812 1621 X Control No. 012 Lane Ind. Milepoint 16210 Facility Carried U.S. 281 Feature Intersected FLAT DRAW CREEK Division 07 County 015 Location 0.4 W SH 152 Sufficiency 76.9 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 2500 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.031 Span Type Main M Material 3 - Steel Design 02 Length 122.047 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.7 HS Inv. Rating Method 1 HS Inv. Method 34.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 59.030263 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15090 ODOT County 08 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS SK 30 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 1621 X H Index 89.1465 Latitude 35:17:39.82 Longitude -98:16:42.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 29 NBI Text 15090 Vault Link http://plansrv1/bridgemaintvault/b15090 GIS FO/SD Meets Standards H Inv. Method 25.9 Latitude DD 35.29439444 Longitude DD -98.27848056 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15719 x -10940310.4118758 y 4203960.49054677
15089	4108 1614 X	15089	Lincoln	S.H. 66	SALT CREEK	4108 1614 X	30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18 in. SAFETY CURBS	1960	35.754756	-96.634664	121.063	30.84	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	39	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2100	2022	5	Unmatched
Raw data OBJECTID 15718 BRKEY 15089 NBI No. 15089 On Under 1 Structure No. 4108 1614 X Control No. 008 Lane Ind. Milepoint 16140 Facility Carried S.H. 66 Feature Intersected SALT CREEK Division 03 County 081 Location 1.74 MI E JCT SH 99 Sufficiency 39 Kind Hwy 3 Level Service 1 Route No. 00066 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 1960 ADT Total 2100 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 121.063 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15089 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18 in. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4108 1614 X H Index 93.2229 Latitude 35:45:17.12 Longitude -96:38:04.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15089 Vault Link http://plansrv1/bridgemaintvault/b15089 GIS FO/SD SD H Inv. Method 21 Latitude DD 35.754756 Longitude DD -96.634664 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15718 x -10757321.5894591 y 4266928.43560586
15088	6323R0496WX	15088	Pottawatomie	U.S. 270	HIGHLAND ST. UNDER	6323R0496WX	35ft.-45ft.-40ft. I-BM. SPANS SK69 DEG.16ft.	1960	35.33333333	-96.94333333	124.016	30.84	—	3	21	2	26.903	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	29.8	Poor (4)	Critical (2)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	9200	2002	5	Unmatched
Raw data OBJECTID 15717 BRKEY 15088 NBI No. 15088 On Under 1 Structure No. 6323R0496WX Control No. 023 Lane Ind. W Milepoint 04960 Facility Carried U.S. 270 Feature Intersected HIGHLAND ST. UNDER Division 03 County 125 Location 2.7 MI S JCT SH 3 Sufficiency 29.8 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.903 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 1960 ADT Total 9200 ADT Year 2002 Design Load H 20 Skew 21 No. Main Spans 3 Road Width 26.903 Ref. Underclearance Rt. H Underclearance Right 7.874 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 124.016 Deck Width 30.84 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 6 Deck Rating 2 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47.289 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 14720 Future ADT Year 2022 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15088 ODOT County 63 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 1.64 Rt. Curb SW 1.64 Description 35ft.-45ft.-40ft. I-BM. SPANS SK69 DEG.16ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6323R0496WX H Index 53.4116 Latitude 35:20:00 Longitude -96:56:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15088 Vault Link http://plansrv1/bridgemaintvault/b15088 GIS FO/SD SD H Inv. Method -1 Latitude DD 35.33333333 Longitude DD -96.94333333 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15717 x -10791682.5020982 y 4209272.58560825
15087	6323R0496EX	15087	Pottawatomie	U.S. 270	HIGHLAND ST. UNDER	6323R0496EX	35ft.-45ft.-40ft. I-BM. SPANS SK69 DEG.16ft.	1960	35.33333333	-96.94333333	124.016	30.84	—	3	21	2	26.903	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	29.8	Poor (4)	Critical (2)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	9200	2002	5	Unmatched
Raw data OBJECTID 15716 BRKEY 15087 NBI No. 15087 On Under 1 Structure No. 6323R0496EX Control No. 023 Lane Ind. E Milepoint 04960 Facility Carried U.S. 270 Feature Intersected HIGHLAND ST. UNDER Division 03 County 125 Location 2.7 MI SE JCT SH 3 Sufficiency 29.8 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.903 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 1960 ADT Total 9200 ADT Year 2002 Design Load H 20 Skew 21 No. Main Spans 3 Road Width 26.903 Ref. Underclearance Rt. H Underclearance Right 7.874 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 124.016 Deck Width 30.84 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 6 Deck Rating 2 Super Rating 4 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47.289 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 14720 Future ADT Year 2022 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15087 ODOT County 63 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 1.64 Rt. Curb SW 1.64 Description 35ft.-45ft.-40ft. I-BM. SPANS SK69 DEG.16ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6323R0496EX H Index 59.463 Latitude 35:20:00 Longitude -96:56:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15087 Vault Link http://plansrv1/bridgemaintvault/b15087 GIS FO/SD SD H Inv. Method -1 Latitude DD 35.33333333 Longitude DD -96.94333333 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15716 x -10791682.5020982 y 4209272.58560825
15086	5568 0182SX	15086	Oklahoma	I-40 EB	SUNNYLANE UNDER	5568 0182SX	31ft.-63ft.-31ft. CONT. CONC. SLAB SPANS W/ RETRO-FIT RAILS	1960	35.45475	-97.44173889	127.001	53.799	—	3	22	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.1	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	43100	2022	5	Unmatched
Raw data OBJECTID 15715 BRKEY 15086 NBI No. 15086 On Under 1 Structure No. 5568 0182SX Control No. 068 Lane Ind. S Milepoint 01820 Facility Carried I-40 EB Feature Intersected SUNNYLANE UNDER Division 04 County 109 Location 1.9 MI E OF JCT I35 Sufficiency 77.1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 43100 ADT Year 2022 Design Load HS 20 Skew 22 No. Main Spans 3 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 48.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 127.001 Deck Width 53.799 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 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.5 HS Inv. Rating Method 1 HS Inv. Method 31.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 68960 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1702 Min Measured Clearance 1700 NBI Rating 15086 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 31ft.-63ft.-31ft. CONT. CONC. SLAB SPANS W/ RETRO-FIT RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0182SX H Index 83.6916 Latitude 35:27:17.1 Longitude -97:26:30.26 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15086 Vault Link http://plansrv1/bridgemaintvault/b15086 GIS FO/SD FO H Inv. Method 20.8 Latitude DD 35.45475 Longitude DD -97.44173889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15715 x -10847164.7552459 y 4225852.86699832
15085	5568 0182NX	15085	Oklahoma	I-40 WB	SUNNYLANE UNDER	5568 0182NX	31ft.-63-ft.31ft. CONT. CONC. SLAB SPANS W/ RETRO-FIT RAILS	1960	35.45506944	-97.44174167	127.001	53.799	—	3	22	3	48.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.1	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	43650	2022	5	Unmatched
Raw data OBJECTID 15714 BRKEY 15085 NBI No. 15085 On Under 1 Structure No. 5568 0182NX Control No. 068 Lane Ind. N Milepoint 01820 Facility Carried I-40 WB Feature Intersected SUNNYLANE UNDER Division 04 County 109 Location 1.9 MI E OF JCT I35 Sufficiency 80.1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 43650 ADT Year 2022 Design Load HS 20 Skew 22 No. Main Spans 3 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5.5 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 48.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 127.001 Deck Width 53.799 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.5 HS Inv. Rating Method 1 HS Inv. Method 31.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 69840 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1710 Min Measured Clearance 1707 NBI Rating 15085 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 31ft.-63-ft.31ft. CONT. CONC. SLAB SPANS W/ RETRO-FIT RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0182NX H Index 78.28 Latitude 35:27:18.25 Longitude -97:26:30.27 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15085 Vault Link http://plansrv1/bridgemaintvault/b15085 GIS FO/SD Meets Standards H Inv. Method 20.8 Latitude DD 35.45506944 Longitude DD -97.44174167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15714 x -10847165.0647141 y 4225896.52168643
15372	5604 1118EX	15372	Okmulgee	U.S. 62	BNSF R.R. UNDER	5604 1118EX	42ft. - 40ft. - 57ft. - 45ft. - 47ft. I-BEAM SK 34°	1961	35.59031389	-95.95996389	233.501	41.001	—	5	57	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2022	5	Unmatched
Raw data OBJECTID 15713 BRKEY 15372 NBI No. 15372 On Under 1 Structure No. 5604 1118EX Control No. 004 Lane Ind. E Milepoint 11180 Facility Carried U.S. 62 Feature Intersected BNSF R.R. UNDER Division 01 County 111 Location 11.18 N JCT I-40 Sufficiency 87.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1961 ADT Total 7950 ADT Year 2022 Design Load HS 20 Skew 57 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 11.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 3 - Steel Design 02 Length 233.501 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86.1 HS Inv. Rating Method 1 HS Inv. Method 51.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12720 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 2207 Min Measured Clearance 2207 NBI Rating 15372 ODOT County 56 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 1.499 Rt. Curb SW 1.499 Description 42ft. - 40ft. - 57ft. - 45ft. - 47ft. I-BEAM SK 34° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 1118EX H Index 92.7132 Latitude 35:35:25.13 Longitude -95:57:35.87 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-1118E NBI Text 15372 Vault Link http://plansrv1/bridgemaintvault/b15372 GIS FO/SD Meets Standards H Inv. Method 41.4 Latitude DD 35.59031389 Longitude DD -95.95996389 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15713 x -10682214.3167757 y 4244394.64078458
15371	3324 0936 X	15371	Jackson	S.H. 34	TURKEY CREEK	3324 0936 X	64ft.-80ft.-64ft. CONT. I-BEAM SPANS	1961	34.64810833	-99.56154722	209.974	31.001	—	3	0	2	28.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.8	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 15712 BRKEY 15371 NBI No. 15371 On Under 1 Structure No. 3324 0936 X Control No. 024 Lane Ind. Milepoint 09360 Facility Carried S.H. 34 Feature Intersected TURKEY CREEK Division 05 County 065 Location 9.4 MI N JCT S.H. 6 Sufficiency 90.8 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 28.002 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 1961 ADT Total 610 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 28.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 209.974 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 23.999941 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15371 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.-80ft.-64ft. CONT. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3324 0936 X H Index 96.0599 Latitude 34:38:53.19 Longitude -99:33:41.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15371 Vault Link http://plansrv1/bridgemaintvault/b15371 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.64810833 Longitude DD -99.56154722 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15712 x -11083140.7391209 y 4116162.7038574
15370	6340R0503 X	15370	Pottawatomie	S.H. 102	I-40 UNDER	6340 0503 X	40ft.,2-68ft.,40ft. CONT.	1961	35.37833333	-97.05666667	219.16	26.903	—	4	0	2	23.95	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	4.2	Critical (2)	Critical (2)	Critical (2)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	3200	2006	5	Unmatched
Raw data OBJECTID 15711 BRKEY 15370 NBI No. 15370 On Under 1 Structure No. 6340R0503 X Control No. Lane Ind. Milepoint Facility Carried S.H. 102 Feature Intersected I-40 UNDER Division 03 County 125 Location 5 MI E OK C/L Sufficiency 4.2 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.95 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 3200 ADT Year 2006 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.95 Ref. Underclearance Rt. H Underclearance Right 4.921 Underclearance Left 11.155 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 219.16 Deck Width 26.903 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 2 Super Rating 2 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 43.872 HS Inv. Rating Method 1 HS Inv. Method 26.345 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2026 Bypass Detour 1.242742 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 15370 ODOT County 63 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.,2-68ft.,40ft. CONT. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6340 0503 X H Index 35.0384 Latitude 35:22:42 Longitude -97:03:24 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name S.H. 102 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 15370 Vault Link http://plansrv1/bridgemaintvault/b15370 GIS FO/SD SD H Inv. Method 17.086 Latitude DD 35.37833333 Longitude DD -97.05666667 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15711 x -10804298.7117969 y 4215414.73428269
15369	0905 1519 XR	15369	Canadian	I-40 BUS. RAMP	I-40 UNDER	0905 1519 X	40ft.-68ft.-68ft.-40ft. I-BM. SPANS SK. 54 DEG. 49ft.	1961	35.529331	-98.044133	217.848	26.329	—	2	35	2	24.167	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1900	2022	5	Unmatched
Raw data OBJECTID 15710 BRKEY 15369 NBI No. 15369 On Under 1 Structure No. 0905 1519 XR Control No. Lane Ind. Milepoint Facility Carried I-40 BUS. RAMP Feature Intersected I-40 UNDER Division 04 County 017 Location 15.2 MI. E. CADDO CO Sufficiency 77 Kind Hwy 3 Level Service 7 Route No. 0040B Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.167 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 2 Road Width 24.167 Ref. Underclearance Rt. H Underclearance Right 8.1 Underclearance Left 16.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24.167 Span Type Main M Material 4 - Steel Continuous Design 02 Length 217.848 Deck Width 26.329 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1610 Max Measured Clearance 1706 Min Measured Clearance 1701 NBI Rating 15369 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-68ft.-68ft.-40ft. I-BM. SPANS SK. 54 DEG. 49ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 1519 X H Index 97.4713 Latitude 35:31:45.59 Longitude -98:02:38.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name I-40 BUS. RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 15369 Vault Link http://plansrv1/bridgemaintvault/b15369 GIS FO/SD FO H Inv. Method 23 Latitude DD 35.529331 Longitude DD -98.044133 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15710 x -10914222.960828 y 4236049.81991236
15368	0220R0820 X	15368	Alfalfa	S.H. 11	CREEK	0220 0820 X	5-40ft. I-BM. SPANS & 2-18ft. SAFETY CURBS.	1961	36.81014722	-98.21419722	201.115	31.001	—	5	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.1	Fair (5)	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	1300	2005	5	Unmatched
Raw data OBJECTID 15709 BRKEY 15368 NBI No. 15368 On Under 1 Structure No. 0220R0820 X Control No. 020 Lane Ind. Milepoint 08200 Facility Carried S.H. 11 Feature Intersected CREEK Division 06 County 003 Location 8.3 MI.E.OF JCT.US64 Sufficiency 70.1 Kind Hwy 3 Level Service 1 Route No. 00011 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 06 - Minor Arterial (Rural) Year Built 1961 ADT Total 1300 ADT Year 2005 Design Load H 20 Skew 0 No. Main Spans 5 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 40 Span Type Main M Material 3 - Steel Design 02 Length 201.115 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.368 HS Inv. Rating Method 1 HS Inv. Method 30.754 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2025 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign n Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 15368 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-40ft. I-BM. SPANS & 2-18ft. SAFETY CURBS. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0220 0820 X H Index 68.9085 Latitude 36:48:36.53 Longitude -98:12:51.11 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 11 Scour 3 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15368 Vault Link http://plansrv1/bridgemaintvault/b15368 GIS FO/SD SD H Inv. Method 21.936 Latitude DD 36.81014722 Longitude DD -98.21419722 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15709 x -10933154.4232005 y 4412676.69326164
15367	6806 0746 X	15367	Sequoyah	U.S. 64	LITTLE VIAN CREEK	6806 0746 X	(3) 60ft. I-BEAM	1961	35.49048611	-94.95168889	181	31	—	3	0	2	28	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.7	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3100	2022	5	Unmatched
Raw data OBJECTID 15708 BRKEY 15367 NBI No. 15367 On Under 1 Structure No. 6806 0746 X Control No. 006 Lane Ind. Milepoint 07460 Facility Carried U.S. 64 Feature Intersected LITTLE VIAN CREEK Division 01 County 135 Location 7.46 E JCT SH-10 Sufficiency 62.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 3100 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 3 - Steel Design 02 Length 181 Deck Width 31 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 49.7 HS Inv. Rating Method 1 HS Inv. Method 29.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 11 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 15367 ODOT County 68 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 1.5 Rt. Curb SW 1.5 Description (3) 60ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6806 0746 X H Index 88.5005 Latitude 35:29:25.75 Longitude -94:57:06.08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06-0746 NBI Text 15367 Vault Link http://plansrv1/bridgemaintvault/b15367 GIS FO/SD Meets Standards H Inv. Method 23.8 Latitude DD 35.49048611 Longitude DD -94.95168889 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15708 x -10569973.6571961 y 4230737.64125413
15272	6323R0939EXR	15272	Pottawatomie	U.S. 270	CREEK	6323R0939EXR	3-10ft. X 7ft. X 55ft. R.C. BOX WITH HANDRAILS AND 4ft. CURTAIN WALLS	1961	35.27166667	-96.93	33.136	0	—	3	0	3	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	3500	1999	5	Unmatched
Raw data OBJECTID 15707 BRKEY 15272 NBI No. 15272 On Under 1 Structure No. 6323R0939EXR Control No. 023 Lane Ind. E Milepoint 09390 Facility Carried U.S. 270 Feature Intersected CREEK Division 03 County 125 Location 7.0 MI S JCT SH 3 Sufficiency 80.4 Kind Hwy 2 Level Service 7 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 55 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 1961 ADT Total 3500 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 3 Fill RCB 01 Appr. Roadway Width 37.999 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. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3200 Future ADT Year 2017 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15272 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 55ft. R.C. BOX WITH HANDRAILS AND 4ft. CURTAIN WALLS Route Flag P Status Flag R On Off System 1 Frontage Ind. R Alt. Structure Name 6323R0939EXR H Index 100 Latitude 35:16:18 Longitude -96:55:48 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 15272 Vault Link http://plansrv1/bridgemaintvault/b15272 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.27166667 Longitude DD -96.93 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15707 x -10790198.242592 y 4200861.11917331
15271	6323 0939WXF	15271	Pottawatomie	U.S. 270 FRTG. RD.	CREEK	6323 0939WXF	3-10ft. X 7ft. X 24ft. RDY	1961	35.27188333	-96.9319	38.058	23.999	—	3	30	2	23.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	78.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	500	2022	5	Unmatched
Raw data OBJECTID 15706 BRKEY 15271 NBI No. 15271 On Under 1 Structure No. 6323 0939WXF Control No. 023 Lane Ind. W Milepoint 09390 Facility Carried U.S. 270 FRTG. RD. Feature Intersected CREEK Division 03 County 125 Location 7.0 MI S JCT SH 3 Sufficiency 78.9 Kind Hwy 2 Level Service 8 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 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 1961 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 23.999 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 38.058 Deck Width 23.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.29 HS Inv. Rating Method 1 HS Inv. Method 27.17 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15271 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 24ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 6323 0939WXF H Index 92.1221 Latitude 35:16:18.78 Longitude -96:55:54.84 I257A C I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID -1 NBI Text 15271 Vault Link http://plansrv1/bridgemaintvault/b15271 GIS FO/SD Meets Standards H Inv. Method 15.95 Latitude DD 35.27188333 Longitude DD -96.9319 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15706 x -10790409.7496245 y 4200890.66085187
15270	6323 0939 X	15270	Pottawatomie	U.S. 270 & OLD 18	CREEK	6323 0939 X	3-10ft. X 7ft. X 371ft. RD	1961	35.27235278	-96.93141944	34.121	0	—	3	0	8	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	12000	2022	5	Unmatched
Raw data OBJECTID 15705 BRKEY 15270 NBI No. 15270 On Under 1 Structure No. 6323 0939 X Control No. 023 Lane Ind. Milepoint 09390 Facility Carried U.S. 270 & OLD 18 Feature Intersected CREEK Division 03 County 125 Location 7.0 MI S JCT SH 3 Sufficiency 72.7 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1961 ADT Total 12000 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 8 Fill RCB 19 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.29 HS Inv. Rating Method 1 HS Inv. Method 27.17 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 19200 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15270 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 371ft. RD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6323 0939 X H Index 99.0866 Latitude 35:16:20.47 Longitude -96:55:53.11 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 & OLD 18 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15270 Vault Link http://plansrv1/bridgemaintvault/b15270 GIS FO/SD Meets Standards H Inv. Method 15.95 Latitude DD 35.27235278 Longitude DD -96.93141944 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15705 x -10790356.25393 y 4200954.6708202
15269	5704 0843 X	15269	Osage	U.S. 60	CLEAR CREEK	5704 0843 X	3-10ft. X 8ft. X 62ft. R.C. BOX SK. 60 DEG. WITH 4ft. CURTAIN WALLS	1961	36.68061111	-96.53906111	38.058	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 15704 BRKEY 15269 NBI No. 15269 On Under 1 Structure No. 5704 0843 X Control No. 004 Lane Ind. Milepoint 08430 Facility Carried U.S. 60 Feature Intersected CLEAR CREEK Division 08 County 113 Location 8.4 MI. E. JCT. SH18 Sufficiency 91.2 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1961 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86.4 HS Inv. Rating Method 1 HS Inv. Method 51.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 29.825817 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 15269 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 8ft. X 62ft. R.C. BOX SK. 60 DEG. WITH 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5704 0843 X H Index 97.6198 Latitude 36:40:50.2 Longitude -96:32:20.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15269 Vault Link http://plansrv1/bridgemaintvault/b15269 GIS FO/SD Meets Standards H Inv. Method 28.8 Latitude DD 36.68061111 Longitude DD -96.53906111 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15704 x -10746679.1244259 y 4394681.10714881
15268	6806 0836 X	15268	Sequoyah	U.S. 64	BOGGY HOLLOW CREEK	6806 0836 X	(3) 10ft. X 8ft. X 34ft. LONG RCB	1961	35.48059167	-94.94121111	32	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3100	2022	5	Unmatched
Raw data OBJECTID 15703 BRKEY 15268 NBI No. 15268 On Under 1 Structure No. 6806 0836 X Control No. 006 Lane Ind. Milepoint 08360 Facility Carried U.S. 64 Feature Intersected BOGGY HOLLOW CREEK Division 01 County 135 Location 8.36 E JCT SH-10 Sufficiency 97.3 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 32 Span Type Main M Material 1 - Concrete Design 19 Length 32 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.3 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 11 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 15268 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 8ft. X 34ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6806 0836 X H Index 67.6065 Latitude 35:28:50.13 Longitude -94:56:28.36 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 06-0836 NBI Text 15268 Vault Link http://plansrv1/bridgemaintvault/b15268 GIS FO/SD Meets Standards H Inv. Method 19.4 Latitude DD 35.48059167 Longitude DD -94.94121111 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15703 x -10568807.2760619 y 4229384.95139962
15267	5704 0833 X	15267	Osage	U.S. 60	CREEK	5704 0833 X	3-10ft. X 8ft. X 64ft. R.C. BOX WITH 4ft. CURTAIN WALLS	1961	36.68060556	-96.54085833	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 15702 BRKEY 15267 NBI No. 15267 On Under 1 Structure No. 5704 0833 X Control No. 004 Lane Ind. Milepoint 08330 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 113 Location 8.3 MI. E. JCT. SH18 Sufficiency 92.2 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1961 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 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 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93.6 HS Inv. Rating Method 1 HS Inv. Method 56.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 29.825817 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 15267 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 8ft. X 64ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5704 0833 X H Index 85.5567 Latitude 36:40:50.18 Longitude -96:32:27.09 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15267 Vault Link http://plansrv1/bridgemaintvault/b15267 GIS FO/SD Meets Standards H Inv. Method 31.2 Latitude DD 36.68060556 Longitude DD -96.54085833 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15702 x -10746879.1900412 y 4394680.33677447
15179	5568R0245SX	15179	Oklahoma	I-40 EB	FAU 9440 (SE 15 ST) UND	5568 0245SX	60ft.-110ft.-60ft. CONT. PLATE GIRDER SPANS SK. 33 DEG.22ft.45ft.	1960	35.449858	-97.432292	231.001	46.801	—	3	57	3	42.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	46.1	Poor (4)	Serious (3)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	39000	2020	5	Unmatched
Raw data OBJECTID 15701 BRKEY 15179 NBI No. 15179 On Under 1 Structure No. 5568R0245SX Control No. 068 Lane Ind. S Milepoint 02450 Facility Carried I-40 EB Feature Intersected FAU 9440 (SE 15 ST) UND Division 04 County 109 Location 2.6 MI E OF JCT I35 Sufficiency 46.1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 39000 ADT Year 2020 Design Load HS 20 Skew 57 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 6.699 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 231.001 Deck Width 46.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 3 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N 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 62400 Future ADT Year 2040 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 1700 Min Measured Clearance 1606 NBI Rating 15179 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-110ft.-60ft. CONT. PLATE GIRDER SPANS SK. 33 DEG.22ft.45ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5568 0245SX H Index 62.9317 Latitude 35:26:59.49 Longitude -97:25:56.25 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15179 Vault Link http://plansrv1/bridgemaintvault/b15179 GIS FO/SD SD H Inv. Method 25.8 Latitude DD 35.449858 Longitude DD -97.432292 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15701 x -10846113.1322615 y 4225184.3476563
15178	0702 0441 X	15178	Bryan	FRANKLIN ST	U.S. 69 UNDER	0702 0441 X	40ft. - (2) 75ft. - 40ft. I-BEAM SK 41°	1960	33.87722222	-96.50055556	232.94	31.001	—	4	41	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.8	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	5000	2022	5	Unmatched
Raw data OBJECTID 15700 BRKEY 15178 NBI No. 15178 On Under 1 Structure No. 0702 0441 X Control No. Lane Ind. Milepoint Facility Carried FRANKLIN ST Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 4.41 N TX S/L Sufficiency 62.8 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1960 ADT Total 5000 ADT Year 2022 Design Load H 20 Skew 41 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 232.94 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1609 Min Measured Clearance 1509 NBI Rating 15178 ODOT County 07 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 40ft. - (2) 75ft. - 40ft. I-BEAM SK 41° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0702 0441 X H Index 85.8465 Latitude 33:52:38 Longitude -96:30:02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name FRANKLIN ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 009 NBI Text 15178 Vault Link http://plansrv1/bridgemaintvault/b15178 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 33.87722222 Longitude DD -96.50055556 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15700 x -10742392.7062072 y 4012327.86032515
15177	3625R1500 X	15177	Kay	S.H. 11	I-35 UNDER	3625 1500 X	35ft.-41ft.-57ft.-57ft.-35ft. I-BM. SPANS W/ 2 -1.5ft. SAFETY CURBS	1960	36.81119444	-97.34288056	226.05	31.001	—	5	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	25.5	Critical (2)	Critical (2)	Poor (4)	Critical (2)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	2600	2004	5	Unmatched
Raw data OBJECTID 15699 BRKEY 15177 NBI No. 15177 On Under 1 Structure No. 3625R1500 X Control No. Lane Ind. Milepoint Facility Carried S.H. 11 Feature Intersected I-35 UNDER Division 04 County 071 Location 15 MI N NOBLE C/L Sufficiency 25.5 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 2600 ADT Year 2004 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 11.155 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 28.002 Span Type Main M Material 3 - Steel Design 02 Length 226.05 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 2 Super Rating 4 Sub Rating 2 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.722 HS Inv. Rating Method 1 HS Inv. Method 29.211 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2024 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1801 Min Measured Clearance 1602 NBI Rating 15177 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.-41ft.-57ft.-57ft.-35ft. I-BM. SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 1500 X H Index 35.2282 Latitude 36:48:40.3 Longitude -97:20:34.37 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name S.H. 11 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 15177 Vault Link http://plansrv1/bridgemaintvault/b15177 GIS FO/SD SD H Inv. Method 21.605 Latitude DD 36.81119444 Longitude DD -97.34288056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15699 x -10836159.8962896 y 4412822.30044997
15079	0848 1544NX	15079	Caddo	I-40 WB	U.S. 281 / S.H. 8 UNDER	0848 1544NX	32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS	1960	35.529306	-98.350836	111.877	43.002	—	3	0	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9250	2022	5	Unmatched
Raw data OBJECTID 15690 BRKEY 15079 NBI No. 15079 On Under 1 Structure No. 0848 1544NX Control No. 048 Lane Ind. N Milepoint 15440 Facility Carried I-40 WB Feature Intersected U.S. 281 / S.H. 8 UNDER Division 05 County 015 Location JCT U.S. 281/S.H. 8 Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 9250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 10.499 Underclearance Left 10.098 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 Deck Width 43.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14800 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1706 Min Measured Clearance 1610 NBI Rating 15079 ODOT County 08 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 1544NX H Index 90.0097 Latitude 35:31:45.5 Longitude -98:21:03.01 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15079 Vault Link http://plansrv1/bridgemaintvault/b15079 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.529306 Longitude DD -98.350836 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15690 x -10948364.9826128 y 4236046.40024559
15366	0905 1322 X	15366	Canadian	HEASTON RD.	I-40 UNDER	0905 1322 X	32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS	1961	35.52948333	-98.07883611	184.055	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.1	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	265	2022	5	Unmatched
Raw data OBJECTID 15689 BRKEY 15366 NBI No. 15366 On Under 1 Structure No. 0905 1322 X Control No. Lane Ind. Milepoint Facility Carried HEASTON RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 13.2 MI. E. CADDO CO Sufficiency 83.1 Kind Hwy 4 Level Service 1 Route No. 0946C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 265 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 21.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 184.055 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 424 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1609 Min Measured Clearance 1605 NBI Rating 15366 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 1322 X H Index 91.64 Latitude 35:31:46.14 Longitude -98:04:43.81 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name HEASTON ROAD Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15366 Vault Link http://plansrv1/bridgemaintvault/b15366 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.52948333 Longitude DD -98.07883611 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15689 x -10918086.0933621 y 4236070.65664892
15365	3116 0225 X	15365	Haskell	S.H. 31	SAN BOIS CREEK	3116 0225 X	60 - 60 - 60 I-BEAM SPANS	1961	35.11125833	-95.20034167	182.5	34.199	—	3	0	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 15688 BRKEY 15365 NBI No. 15365 On Under 1 Structure No. 3116 0225 X Control No. 016 Lane Ind. Milepoint 02250 Facility Carried S.H. 31 Feature Intersected SAN BOIS CREEK Division 01 County 061 Location 2.3 E JCT SH-2 Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00031 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 1961 ADT Total 1400 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 32.001 Span Type Main M Material 3 - Steel Design 02 Length 182.5 Deck Width 34.199 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15365 ODOT County 31 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60 - 60 - 60 I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3116 0225 X H Index 85.6358 Latitude 35:06:40.53 Longitude -95:12:01.23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 31 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 16-0225 NBI Text 15365 Vault Link http://plansrv1/bridgemaintvault/b15365 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.11125833 Longitude DD -95.20034167 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15688 x -10597653.5580501 y 4179011.00442817
15364	4736 0058 X	15364	Major	S.H. 58	INDIAN CREEK	4736 0058 X	3-60ft. IBM SPS SK 45 LF	1961	36.399578	-98.247694	180	30	—	3	45	2	28	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.6	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 15687 BRKEY 15364 NBI No. 15364 On Under 1 Structure No. 4736 0058 X Control No. 036 Lane Ind. Milepoint 00580 Facility Carried S.H. 58 Feature Intersected INDIAN CREEK Division 06 County 093 Location 0.6 MI N JCT US 60 Sufficiency 65.6 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1961 ADT Total 1400 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 25 Span Type Main M Material 3 - Steel Design 02 Length 180 Deck Width 30 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 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 31.068559 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 15364 ODOT County 47 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 0 Rt. Curb SW 0 Description 3-60ft. IBM SPS SK 45 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4736 0058 X H Index 94.6617 Latitude 36:23:58.48 Longitude -98:14:51.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 58 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 15364 Vault Link http://plansrv1/bridgemaintvault/b15364 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.399578 Longitude DD -98.247694 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15687 x -10936883.2676934 y 4355742.90112597
15362	7281R0568 X	15362	Tulsa	S.H. 266	U.S. 169 UNDER	7281 0568 X	30ft.-62ft.-62ft.-30ft. I-BM	1961	36.22062778	-95.85138889	185.039	42.999	—	4	0	3	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	28.2	Serious (3)	Serious (3)	Fair (5)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	10800	2012	5	Unmatched
Raw data OBJECTID 15685 BRKEY 15362 NBI No. 15362 On Under 1 Structure No. 7281R0568 X Control No. Lane Ind. Milepoint Facility Carried S.H. 266 Feature Intersected U.S. 169 UNDER Division 08 County 143 Location 5.8 MI N JCT I-44 Sufficiency 28.2 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1961 ADT Total 10800 ADT Year 2012 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 185.039 Deck Width 42.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 3 Super Rating 5 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.95 HS Inv. Rating Method 1 HS Inv. Method 37.148 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17200 Future ADT Year 2032 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1604 Min Measured Clearance 1510 NBI Rating 15362 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 30ft.-62ft.-62ft.-30ft. I-BM Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0568 X H Index 61.5655 Latitude 36:13:14.26 Longitude -95:51:05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 266 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 15362 Vault Link http://plansrv1/bridgemaintvault/b15362 GIS FO/SD SD H Inv. Method 24.141 Latitude DD 36.22062778 Longitude DD -95.85138889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15685 x -10670127.8030628 y 4331022.03508639
15361	7281R0567 X	15361	Tulsa	S.H. 266	U.S. 169 UNDER	7281 0567 X	30ft.-62ft.-62ft.-30ft. I-BM	1961	36.22041944	-95.85138889	185.039	42.999	—	4	0	3	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	29.5	Serious (3)	Serious (3)	Fair (5)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	5350	2012	5	Unmatched
Raw data OBJECTID 15684 BRKEY 15361 NBI No. 15361 On Under 1 Structure No. 7281R0567 X Control No. Lane Ind. Milepoint Facility Carried S.H. 266 Feature Intersected U.S. 169 UNDER Division 08 County 143 Location 5.8 MI N JCT I-44 Sufficiency 29.5 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 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 1961 ADT Total 5350 ADT Year 2012 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 185.039 Deck Width 42.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 3 Super Rating 5 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.95 HS Inv. Rating Method 1 HS Inv. Method 37.148 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8560 Future ADT Year 2032 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1600 Min Measured Clearance 1505 NBI Rating 15361 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 30ft.-62ft.-62ft.-30ft. I-BM Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0567 X H Index 60.123 Latitude 36:13:13.51 Longitude -95:51:05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 266 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 15361 Vault Link http://plansrv1/bridgemaintvault/b15361 GIS FO/SD SD H Inv. Method 24.141 Latitude DD 36.22041944 Longitude DD -95.85138889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15684 x -10670127.8030628 y 4330993.2872215
15266	6340 0700 X	15266	Pottawatomie	I-40	CREEK	6340 0700 X	3010ft.X8ft.X139ft. RC BOX	1961	35.380208	-97.020125	38.058	0	—	3	30	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	01 - Principal Arterial Interstate (Rural)	A	34400	2022	5	Unmatched
Raw data OBJECTID 15683 BRKEY 15266 NBI No. 15266 On Under 1 Structure No. 6340 0700 X Control No. 040 Lane Ind. Milepoint 07000 Facility Carried I-40 Feature Intersected CREEK Division 03 County 125 Location 7 MI E OK C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1961 ADT Total 34400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 37.992 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 70 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 55040 Future ADT Year 2042 Bypass Detour 4.97097 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 15266 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3010ft.X8ft.X139ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6340 0700 X H Index 93.5806 Latitude 35:22:48.75 Longitude -97:01:12.45 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15266 Vault Link http://plansrv1/bridgemaintvault/b15266 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 35.380208 Longitude DD -97.020125 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15683 x -10800230.9116997 y 4215670.68639454
15265	0712 0589 X	15265	Bryan	S.H. 48	MCCLELLAN CREEK	0712 0589 X	(3) 10ft. X 10ft. X 66ft. RCB	1961	34.15645833	-96.38786111	32.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.5	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3000	2022	5	Unmatched
Raw data OBJECTID 15682 BRKEY 15265 NBI No. 15265 On Under 1 Structure No. 0712 0589 X Control No. 012 Lane Ind. Milepoint 05890 Facility Carried S.H. 48 Feature Intersected MCCLELLAN CREEK Division 02 County 013 Location 5.89 N JCT SH-78 Sufficiency 83.5 Kind Hwy 3 Level Service 1 Route No. 00048 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 1961 ADT Total 3000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 99.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 21.12662 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 15265 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 66ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0712 0589 X H Index 96.7647 Latitude 34:09:23.25 Longitude -96:23:16.3 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 48 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 060 NBI Text 15265 Vault Link http://plansrv1/bridgemaintvault/b15265 GIS FO/SD Meets Standards H Inv. Method 85.35 Latitude DD 34.15645833 Longitude DD -96.38786111 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15682 x -10729847.617418 y 4049829.95488736
15264	3324 0511 X	15264	Jackson	S.H. 34	CREEK	3324 0511 X	3-10ft.X6ft.X40ft. RDY. R.C.BOX	1961	34.58628889	-99.56144722	33.136	42.001	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	550	2022	5	Unmatched
Raw data OBJECTID 15681 BRKEY 15264 NBI No. 15264 On Under 1 Structure No. 3324 0511 X Control No. 024 Lane Ind. Milepoint 05110 Facility Carried S.H. 34 Feature Intersected CREEK Division 05 County 065 Location 5.1 MI N JCT S.H. 6 Sufficiency 91.8 Kind Hwy 3 Level Service 1 Route No. 00034 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 1961 ADT Total 550 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.15 HS Inv. Rating Method 1 HS Inv. Method 27.08 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 880 Future ADT Year 2042 Bypass Detour 23.999941 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15264 ODOT County 33 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.X40ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3324 0511 X H Index 83.2885 Latitude 34:35:10.64 Longitude -99:33:41.21 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 15264 Vault Link http://plansrv1/bridgemaintvault/b15264 GIS FO/SD Meets Standards H Inv. Method 15.45 Latitude DD 34.58628889 Longitude DD -99.56144722 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15681 x -11083129.6071718 y 4107800.62057141
15263	2719 0448 X	15263	Grant	S.H. 132	CREEK	2719 0448 X	3-10ft. X 8ft. X 34ft. R.C.BOX	1961	36.65765556	-98.01950278	31.85	36.001	—	3	0	2	33.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	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	830	2022	5	Unmatched
Raw data OBJECTID 15680 BRKEY 15263 NBI No. 15263 On Under 1 Structure No. 2719 0448 X Control No. 019 Lane Ind. Milepoint 04480 Facility Carried S.H. 132 Feature Intersected CREEK Division 04 County 053 Location 0.5 MI S OF JCT US 64 Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1961 ADT Total 830 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 33.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 3 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 31.85 Deck Width 36.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 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 1328 Future ADT Year 2042 Bypass Detour 15.99996 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15263 ODOT County 27 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 8ft. X 34ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2719 0448 X H Index 95.1048 Latitude 36:39:27.56 Longitude -98:01:10.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 132 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15263 Vault Link http://plansrv1/bridgemaintvault/b15263 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.65765556 Longitude DD -98.01950278 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15680 x -10911481.1372795 y 4391495.20989113
15262	7125 0401 X	15262	Tillman	S.H. 54	CREEK	7125 0401 X	3-10ft.x5ft.x44ft. RDY. R.C.B.	1961	34.30529444	-98.87121944	33.136	46.001	—	3	0	2	44.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	170	2022	5	Unmatched
Raw data OBJECTID 15679 BRKEY 15262 NBI No. 15262 On Under 1 Structure No. 7125 0401 X Control No. 025 Lane Ind. Milepoint 04010 Facility Carried S.H. 54 Feature Intersected CREEK Division 05 County 141 Location 4.0 MI N JCT U.S. 70 Sufficiency 94.5 Kind Hwy 3 Level Service 1 Route No. 00054 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44.003 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 1961 ADT Total 170 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 44.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 24.003 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 46.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.11 HS Inv. Rating Method 1 HS Inv. Method 28.86 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 272 Future ADT Year 2042 Bypass Detour 31.689931 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 15262 ODOT County 71 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.x5ft.x44ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7125 0401 X H Index 67 Latitude 34:18:19.06 Longitude -98:52:16.39 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 54 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15262 Vault Link http://plansrv1/bridgemaintvault/b15262 GIS FO/SD Meets Standards H Inv. Method 16.01 Latitude DD 34.30529444 Longitude DD -98.87121944 ODOT County Number 71 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15679 x -11006293.8021708 y 4069869.6486818
15261	2719R0390 XC	15261	Grant	S.H. 132 SD	CREEK	2719R0390 XC	25ft.-5ft. TIMBER SPANS	1961	36.64833333	-98.01833333	30.84	20	—	2	0	2	20	7 - Wood or Timber	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	34	Not applicable (N)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	B	-1	2005	5	Unmatched
Raw data OBJECTID 15678 BRKEY 15261 NBI No. 15261 On Under 1 Structure No. 2719R0390 XC Control No. 019 Lane Ind. Milepoint 03900 Facility Carried S.H. 132 SD Feature Intersected CREEK Division 04 County 053 Location 25' W OF SH 132 Sufficiency 34 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 20 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1961 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 0 No. Main Spans 2 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type _ No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 7 - Wood or Timber Design 02 Length 30.84 Deck Width 20 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating N Deck Geometry 5 Underclearance N Bridge Posting 0 Waterway Adequacy 6 Approach Alignment 3 HS Operating Rating Method 2 HS Operating Rating 4.96 HS Inv. Rating Method 2 HS Inv. Method 4.96 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 100 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15261 ODOT County 27 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 _ Lft. Curb SW 0 Rt. Curb SW 0 Description 25ft.-5ft. TIMBER SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. C Alt. Structure Name 2719R0390 XC H Index 100 Latitude 36:38:54 Longitude -98:01:06 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 132 SD Scour 6 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15261 Vault Link http://plansrv1/bridgemaintvault/b15261 GIS FO/SD Meets Standards H Inv. Method 4.96 Latitude DD 36.64833333 Longitude DD -98.01833333 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 15678 x -10911350.954701 y 4390201.69087157
15173	5233R2144WX	15173	Noble	I-35	RED ROCK CREEK O'FLOW	5233 2144WX	5-40ft. I-BM. SPANS SK. 60 DEG. WITH PARAPET RAILS	1960	36.47	-97.32666667	202.1	32.999	—	5	30	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52.8	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8900	2006	5	Unmatched
Raw data OBJECTID 15677 BRKEY 15173 NBI No. 15173 On Under 1 Structure No. 5233R2144WX Control No. 033 Lane Ind. W Milepoint 21440 Facility Carried I-35 Feature Intersected RED ROCK CREEK O'FLOW Division 04 County 103 Location 5.2 MI N JCT US 412 Sufficiency 52.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 8900 ADT Year 2006 Design Load HS 20 Skew 30 No. Main Spans 5 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 35.997 Span Type Main M Material 3 - Steel Design 02 Length 202.1 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. 2 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.24 HS Inv. Rating Method 1 HS Inv. Method 48.722 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2026 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 15173 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 5-40ft. I-BM. SPANS SK. 60 DEG. WITH PARAPET RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5233 2144WX H Index 0.077 Latitude 36:28:12 Longitude -97:19:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 15173 Vault Link http://plansrv1/bridgemaintvault/b15173 GIS FO/SD SD H Inv. Method 34.172 Latitude DD 36.47 Longitude DD -97.32666667 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15677 x -10834354.9743111 y 4365486.86308138
15172	5233R2144EX	15172	Noble	I-35	RED ROCK CREEK O'FLOW	5233 2144EX	5-40ft. I-BM. SPANS SK.60 DEG. WITH PARAPET RAILS	1960	36.47	-97.32666667	202.1	32.999	—	5	30	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52.8	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8900	2006	5	Unmatched
Raw data OBJECTID 15676 BRKEY 15172 NBI No. 15172 On Under 1 Structure No. 5233R2144EX Control No. 033 Lane Ind. E Milepoint 21440 Facility Carried I-35 Feature Intersected RED ROCK CREEK O'FLOW Division 04 County 103 Location 5.2 MI N JCT US 412 Sufficiency 52.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 8900 ADT Year 2006 Design Load HS 20 Skew 30 No. Main Spans 5 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 35.997 Span Type Main M Material 3 - Steel Design 02 Length 202.1 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 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.24 HS Inv. Rating Method 1 HS Inv. Method 48.722 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2026 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 15172 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 5-40ft. I-BM. SPANS SK.60 DEG. WITH PARAPET RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5233 2144EX H Index 3.3618 Latitude 36:28:12 Longitude -97:19:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 15172 Vault Link http://plansrv1/bridgemaintvault/b15172 GIS FO/SD SD H Inv. Method 34.172 Latitude DD 36.47 Longitude DD -97.32666667 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15676 x -10834354.9743111 y 4365486.86308138
15171	0812 1819 X	15171	Caddo	U.S. 281	MEDICINE CREEK	0812 1819 X	5-40ft. I-BM. SPANS ON 1 DEG. 44ft. RIGHT CURVE	1960	35.29670833	-98.313275	201.115	31.001	—	5	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63	Fair (5)	Fair (5)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 15675 BRKEY 15171 NBI No. 15171 On Under 1 Structure No. 0812 1819 X Control No. 012 Lane Ind. Milepoint 18190 Facility Carried U.S. 281 Feature Intersected MEDICINE CREEK Division 07 County 015 Location 1.9 SE SH152 BINGER Sufficiency 63 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 2500 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.031 Span Type Main M Material 3 - Steel Design 02 Length 201.115 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 8 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 59.030263 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15171 ODOT County 08 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-40ft. I-BM. SPANS ON 1 DEG. 44ft. RIGHT CURVE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 1819 X H Index 90.5839 Latitude 35:17:48.15 Longitude -98:18:47.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30 NBI Text 15171 Vault Link http://plansrv1/bridgemaintvault/b15171 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.29670833 Longitude DD -98.313275 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15675 x -10944183.7112191 y 4204276.08304114
15170	0812 1607 X	15170	Caddo	U.S. 281	WILD CAT CREEK	0812 1607 X	5-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK.45 DEG.	1960	35.29439722	-98.27649722	203.084	31.001	—	5	45	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.8	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 15674 BRKEY 15170 NBI No. 15170 On Under 1 Structure No. 0812 1607 X Control No. 012 Lane Ind. Milepoint 16070 Facility Carried U.S. 281 Feature Intersected WILD CAT CREEK Division 07 County 015 Location 0.3 MI W SH 152 Sufficiency 62.8 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 2500 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 5 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.031 Span Type Main M Material 3 - Steel Design 02 Length 203.084 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 59.030263 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15170 ODOT County 08 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 1607 X H Index 82.9066 Latitude 35:17:39.83 Longitude -98:16:35.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28 NBI Text 15170 Vault Link http://plansrv1/bridgemaintvault/b15170 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.29439722 Longitude DD -98.27649722 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15674 x -10940089.627477 y 4203960.8697068