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
14312	0848 0127 X	14312	Caddo	I-40	CREEK	0848 0127 X	(13ft.-17ft.-13ft.)X10ft.X427ft. RDY. R.C.B.	1959	35.535975	-98.600675	46.916	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	73.8	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	20300	2022	5	Unmatched
Raw data OBJECTID 14871 BRKEY 14312 NBI No. 14312 On Under 1 Structure No. 0848 0127 X Control No. 048 Lane Ind. Milepoint 01270 Facility Carried I-40 Feature Intersected CREEK Division 05 County 015 Location 1.3 MI E CUSTER C/L Sufficiency 73.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 20300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 30 Appr. Roadway Width 77.001 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 32480 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14312 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X10ft.X427ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0127 X H Index 97.03 Latitude 35:32:09.51 Longitude -98:36:02.43 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14312 Vault Link http://plansrv1/bridgemaintvault/b14312 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.535975 Longitude DD -98.600675 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14871 x -10976176.9328731 y 4236958.66832396
14311	0848 0127SXF	14311	Caddo	I-40 FRONTAGE RD.	CREEK	0848 0127SXF	(13ft.-17ft.-13ft.)X10ft.X103ft. RDY. R.C.B.	1959	35.535508	-98.600678	46.916	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	74	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	400	2022	5	Unmatched
Raw data OBJECTID 14870 BRKEY 14311 NBI No. 14311 On Under 1 Structure No. 0848 0127SXF Control No. 048 Lane Ind. S Milepoint 01270 Facility Carried I-40 FRONTAGE RD. Feature Intersected CREEK Division 05 County 015 Location 1.3 MI E CUSTER C/L Sufficiency 74 Kind Hwy 2 Level Service 8 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 1959 ADT Total 400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 18 Appr. Roadway Width 22.001 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14311 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X10ft.X103ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 0848 0127SXF H Index 91.04 Latitude 35:32:07.83 Longitude -98:36:02.44 I257A C I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 FRONTAGE RD. Scour 8 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 14311 Vault Link http://plansrv1/bridgemaintvault/b14311 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.535508 Longitude DD -98.600678 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14870 x -10976177.2668315 y 4236894.7838345
14497	4518 0725 X	14497	McCurtain	U.S. 259	BOKTUKLO CREEK	4518 0725 X	(82ft.-100ft.- 81ft.- 42ft CONT.)	1959	34.39123333	-94.69400278	305	42	—	4	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 14862 BRKEY 14497 NBI No. 14497 On Under 1 Structure No. 4518 0725 X Control No. 018 Lane Ind. Milepoint 07250 Facility Carried U.S. 259 Feature Intersected BOKTUKLO CREEK Division 02 County 089 Location 6.3 MI SE OF SMITHVILLE Sufficiency 90.1 Kind Hwy 2 Level Service 1 Route No. 00259 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1959 ADT Total 1600 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 305 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 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 2560 Future ADT Year 2042 Bypass Detour 70.214944 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 14497 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (82ft.-100ft.- 81ft.- 42ft CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4518 0725 X H Index 81.9302 Latitude 34:23:28.44 Longitude -94:41:38.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 259 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 60 NBI Text 14497 Vault Link http://plansrv1/bridgemaintvault/b14497 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.39123333 Longitude DD -94.69400278 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14862 x -10541288.1706464 y 4081456.8642083
14496	4405 2297 X	14496	McClain	S.H. 74	I-35 UNDER	4405 2297 X	50ft.(2-83ft. CONT.)50ft.	1959	35.15305833	-97.47687222	271.982	30.84	—	4	53	2	27.887	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	49.1	Fair (5)	Poor (4)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	5400	2022	5	Unmatched
Raw data OBJECTID 14861 BRKEY 14496 NBI No. 14496 On Under 1 Structure No. 4405 2297 X Control No. Lane Ind. Milepoint Facility Carried S.H. 74 Feature Intersected I-35 UNDER Division 03 County 087 Location 2.7 MI S CLEV. C/L Sufficiency 49.1 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 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 1959 ADT Total 5400 ADT Year 2022 Design Load H 20 Skew 53 No. Main Spans 4 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 13.78 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 271.982 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8640 Future ADT Year 2042 Bypass Detour 28.999928 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 14496 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 50ft.(2-83ft. CONT.)50ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 2297 X H Index 79.4047 Latitude 35:09:11.01 Longitude -97:28:36.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 74 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 14496 Vault Link http://plansrv1/bridgemaintvault/b14496 GIS FO/SD SD H Inv. Method 24 Latitude DD 35.15305833 Longitude DD -97.47687222 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14861 x -10851075.7796514 y 4184700.66219109
14495	5233 0635WX	14495	Noble	I-35 S.B.	COW CREEK	5233 0635WX	83ft.-104ft.-83ft. CONT. I	1959	36.25188889	-97.32579722	275	40	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14860 BRKEY 14495 NBI No. 14495 On Under 1 Structure No. 5233 0635WX Control No. 033 Lane Ind. W Milepoint 06350 Facility Carried I-35 S.B. Feature Intersected COW CREEK Division 04 County 103 Location 6.4 MI N PAYNE C/L Sufficiency 92.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 275 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14495 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 9 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 83ft.-104ft.-83ft. CONT. I Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0635WX H Index 95.9784 Latitude 36:15:06.8 Longitude -97:19:32.87 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 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 14495 Vault Link http://plansrv1/bridgemaintvault/b14495 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 36.25188889 Longitude DD -97.32579722 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14860 x -10834258.1875798 y 4335336.47795314
14494	5233 0635EX	14494	Noble	I-35 N.B.	COW CREEK	5233 0635EX	83ft.-104ft.-83ft. CONT. I	1959	36.25129167	-97.32513611	275	40	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14859 BRKEY 14494 NBI No. 14494 On Under 1 Structure No. 5233 0635EX Control No. 033 Lane Ind. E Milepoint 06350 Facility Carried I-35 N.B. Feature Intersected COW CREEK Division 04 County 103 Location 6.4 MI N PAYNE C/L Sufficiency 92.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 275 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14494 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 83ft.-104ft.-83ft. CONT. I Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0635EX H Index 95.9246 Latitude 36:15:04.65 Longitude -97:19:30.49 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 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 14494 Vault Link http://plansrv1/bridgemaintvault/b14494 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 36.25129167 Longitude DD -97.32513611 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14859 x -10834184.5931512 y 4335254.03759829
14493	5515 0097 X	14493	Oklahoma	I-240	I-35 UNDER	5515 0097 X	35ft.,45ft.,2-56ft.,45ft.,35ft. I-BM. SPANS SK. 20 DEG.	1959	35.39191944	-97.49520556	273.999	102.999	—	6	10	6	96.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	53	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	99100	2022	5	Unmatched
Raw data OBJECTID 14858 BRKEY 14493 NBI No. 14493 On Under 1 Structure No. 5515 0097 X Control No. Lane Ind. Milepoint Facility Carried I-240 Feature Intersected I-35 UNDER Division 04 County 109 Location 1.0 MI N CLEVELAND CO Sufficiency 53 Kind Hwy 1 Level Service 1 Route No. 00240 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 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 1959 ADT Total 99100 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 6 Road Width 96.001 Ref. Underclearance Rt. H Underclearance Right 7.598 Underclearance Left 8.698 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 96.001 Span Type Main M Material 3 - Steel Design 02 Length 273.999 Deck Width 102.999 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 N Culv. Rating N Structure Rating 4 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 85.3 HS Inv. Rating Method 1 HS Inv. Method 51.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 158560 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1710 Min Measured Clearance 1603 NBI Rating 14493 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.,45ft.,2-56ft.,45ft.,35ft. I-BM. SPANS SK. 20 DEG. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0097 X H Index 75.8145 Latitude 35:23:30.91 Longitude -97:29:42.74 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-240 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete and Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14493 Vault Link http://plansrv1/bridgemaintvault/b14493 GIS FO/SD FOSD H Inv. Method 40.5 Latitude DD 35.39191944 Longitude DD -97.49520556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14858 x -10853116.6377247 y 4217269.80529342
14404	2047 0420SX	14404	Custer	I-40 BUS. EB	TURTLE CREEK	2047 0420SX	50ft.-40ft.-50ft. I-BEAM SPANS, SK. 30 DEG. L.F.	1959	35.51516944	-98.93059722	142.001	36.001	—	3	30	2	34.003	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	2200	2022	5	Unmatched
Raw data OBJECTID 14857 BRKEY 14404 NBI No. 14404 On Under 1 Structure No. 2047 0420SX Control No. 047 Lane Ind. S Milepoint 04200 Facility Carried I-40 BUS. EB Feature Intersected TURTLE CREEK Division 05 County 039 Location 2.0 MI E JCT U.S. 183 Sufficiency 86.7 Kind Hwy 3 Level Service 6 Route No. 0040B Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 34.003 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 2200 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 34.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 142.001 Deck Width 36.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14404 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-40ft.-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2047 0420SX H Index 97.0247 Latitude 35:30:54.61 Longitude -98:55:50.15 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 BUS. EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 14404 Vault Link http://plansrv1/bridgemaintvault/b14404 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.51516944 Longitude DD -98.93059722 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14857 x -11012903.7064048 y 4234112.87787012
14403	2405R0380EX	14403	Garfield	U.S. 60 / U.S. 81	U.S. 64 SB UNDER	2405 0380EX	40ft.-57ft.-40ft. I-BM. SPANS SK. 48 DEG. 44ft.09ft. W/ CONCRETE PARPET RAILS	1959	36.44281389	-97.87339167	139.541	31.001	—	3	49	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	19.4	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	2200	2010	5	Unmatched
Raw data OBJECTID 14856 BRKEY 14403 NBI No. 14403 On Under 1 Structure No. 2405R0380EX Control No. 005 Lane Ind. E Milepoint 03800 Facility Carried U.S. 60 / U.S. 81 Feature Intersected U.S. 64 SB UNDER Division 04 County 047 Location US 60/81; @ JCT US 64 SB Sufficiency 19.4 Kind Hwy 2 Level Service 1 Route No. 00060 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 14 - Other Principal Arterial (Urban) Year Built 1959 ADT Total 2200 ADT Year 2010 Design Load H 20 Skew 49 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 139.541 Deck Width 31.001 Bridge Open Closed K TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 3 Super Rating 5 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47.951 HS Inv. Rating Method 1 HS Inv. Method 28.77 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2030 Bypass Detour 34 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1602 Min Measured Clearance 1601 NBI Rating 14403 ODOT County 24 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 0.4 Rt. Curb SW 0.4 Description 40ft.-57ft.-40ft. I-BM. SPANS SK. 48 DEG. 44ft.09ft. W/ CONCRETE PARPET RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2405 0380EX H Index 43.6664 Latitude 36:26:34.13 Longitude -97:52:24.21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 60 & 81 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 14403 Vault Link http://plansrv1/bridgemaintvault/b14403 GIS FO/SD SD H Inv. Method 22.487 Latitude DD 36.44281389 Longitude DD -97.87339167 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14856 x -10895216.122915 y 4361724.20065901
14402	5515R0303EX	14402	Oklahoma	I-35	FAU 9400 SE 44 ST UNDER	5515R0303EX	37ft.-68ft.-37ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 67 DEG. 40ft.40ft.	1959	35.42	-97.48833333	143.999	41.801	—	3	22	2	37.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.5	Fair (5)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	37650	1999	5	Unmatched
Raw data OBJECTID 14855 BRKEY 14402 NBI No. 14402 On Under 1 Structure No. 5515R0303EX Control No. 015 Lane Ind. E Milepoint 03030 Facility Carried I-35 Feature Intersected FAU 9400 SE 44 ST UNDER Division 04 County 109 Location 3.1 MI N CLEVELAND CO Sufficiency 78.5 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 37650 ADT Year 1999 Design Load HS 20 Skew 22 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 6.201 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 143.999 Deck Width 41.801 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 5 Sub Rating 7 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 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2019 Bypass Detour 1 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 14402 ODOT County 55 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 1.499 Rt. Curb SW 1.499 Description 37ft.-68ft.-37ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 67 DEG. 40ft.40ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0303EX H Index 100 Latitude 35:25:12 Longitude -97:29:18 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14402 Vault Link http://plansrv1/bridgemaintvault/b14402 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.42 Longitude DD -97.48833333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14855 x -10852351.6245805 y 4221104.96442289
14401	5515R0303WX	14401	Oklahoma	I-35	FAU 9400 SE 44 ST UNDER	5515R0303WX	37ft.-68ft.-37ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 67 DEG.40ft.40ft.	1959	35.42	-97.48833333	143.999	41.801	—	3	22	2	37.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90	Satisfactory (6)	Fair (5)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	37650	1999	5	Unmatched
Raw data OBJECTID 14854 BRKEY 14401 NBI No. 14401 On Under 1 Structure No. 5515R0303WX Control No. 015 Lane Ind. W Milepoint 03030 Facility Carried I-35 Feature Intersected FAU 9400 SE 44 ST UNDER Division 04 County 109 Location 3.1 MI N CLEVELAND CO Sufficiency 90 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 37650 ADT Year 1999 Design Load HS 20 Skew 22 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 6.201 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 143.999 Deck Width 41.801 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2019 Bypass Detour 1 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 14401 ODOT County 55 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 1.499 Rt. Curb SW 1.499 Description 37ft.-68ft.-37ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 67 DEG.40ft.40ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0303WX H Index 100 Latitude 35:25:12 Longitude -97:29:18 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14401 Vault Link http://plansrv1/bridgemaintvault/b14401 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.42 Longitude DD -97.48833333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14854 x -10852351.6245805 y 4221104.96442289
14310	6806 0095 X	14310	Sequoyah	U.S. 64	SALT BRANCH CREEK	6806 0095 X	(12ft. - 14ft. - 12ft.) X 11ft. X 56.6ft. LONG RCB SK 30°	1959	35.50643056	-95.06299722	46.2	47	—	3	30	2	45	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1300	2022	5	Unmatched
Raw data OBJECTID 14852 BRKEY 14310 NBI No. 14310 On Under 1 Structure No. 6806 0095 X Control No. 006 Lane Ind. Milepoint 00950 Facility Carried U.S. 64 Feature Intersected SALT BRANCH CREEK Division 01 County 135 Location 0.95 E JCT SH-10 Sufficiency 99.1 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 1300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 45 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 32 Span Type Main M Material 1 - Concrete Design 19 Length 46.2 Deck Width 47 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 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 2080 Future ADT Year 2042 Bypass Detour 9 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 14310 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 (12ft. - 14ft. - 12ft.) X 11ft. X 56.6ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6806 0095 X H Index 67.57 Latitude 35:30:23.15 Longitude -95:03:46.79 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06-0095 NBI Text 14310 Vault Link http://plansrv1/bridgemaintvault/b14310 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.50643056 Longitude DD -95.06299722 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14852 x -10582364.4438128 y 4232917.79132154
14309	4076R0350 X	14309	Le Flore	S.H. 144	ROCK CREEK	4076 0350 X	(2) 20ft. I-beam with timber deck	1959	34.53666667	-94.86666667	41.001	16.001	—	2	0	1	16.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Wood or Timber (8)	Open, no restriction (A)	22.4	Critical (2)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	190	2006	5	Unmatched
Raw data OBJECTID 14851 BRKEY 14309 NBI No. 14309 On Under 1 Structure No. 4076R0350 X Control No. 076 Lane Ind. Milepoint 03500 Facility Carried S.H. 144 Feature Intersected ROCK CREEK Division 02 County 079 Location 3.6 MI E 0.6 S HONOBIA Sufficiency 22.4 Kind Hwy 3 Level Service 1 Route No. 00144 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 16.001 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 1959 ADT Total 190 ADT Year 2006 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 16.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 8 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 41.001 Deck Width 16.001 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 6 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 0 Waterway Adequacy 7 Approach Alignment 3 HS Operating Rating Method 2 HS Operating Rating -1 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 304 Future ADT Year 2026 Bypass Detour 16.777022 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14309 ODOT County 40 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 7 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 20ft. I-beam with timber deck Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4076 0350 X H Index 41.7709 Latitude 34:32:12 Longitude -94:52:00 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name _ Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 208 NBI Text 14309 Vault Link http://plansrv1/bridgemaintvault/b14309 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 34.53666667 Longitude DD -94.86666667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14851 x -10560509.0269596 y 4101092.90947694
14492	1406R0235 X	14492	Cleveland	MAIN STREET WB	I-35 UNDER	1406 0235 X	35ft.,40ft.,2-60ft.,40ft.,35	1959	35.21851944	-97.48591667	270.997	30.84	—	6	0	2	27.887	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	57.3	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2011	5	Unmatched
Raw data OBJECTID 14840 BRKEY 14492 NBI No. 14492 On Under 1 Structure No. 1406R0235 X Control No. Lane Ind. Milepoint Facility Carried MAIN STREET WB Feature Intersected I-35 UNDER Division 03 County 027 Location 2.3 MI N MCCLAIN C/L Sufficiency 57.3 Kind Hwy 5 Level Service 1 Route No. 09120 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1959 ADT Total 5000 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.152 Span Type Main M Material 3 - Steel Design 02 Length 270.997 Deck Width 30.84 Bridge Open Closed K TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.652 HS Inv. Rating Method 1 HS Inv. Method 26.235 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2031 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane M Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1703 Min Measured Clearance 1611 NBI Rating 14492 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 35ft.,40ft.,2-60ft.,40ft.,35 Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1406 0235 X H Index 56.1376 Latitude 35:13:06.67 Longitude -97:29:09.3 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name FAU 9120 (MAIN ST) 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 14492 Vault Link http://plansrv1/bridgemaintvault/b14492 GIS FO/SD SD H Inv. Method 17.417 Latitude DD 35.21851944 Longitude DD -97.48591667 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 14840 x -10852082.6032199 y 4193616.85769893
14491	1406R0234 X	14491	Cleveland	MAIN STREET EB	I-35 UNDER	1406 0234 X	35ft.-40ft.-60ft.-60ft.-40ft.-35ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.21829444	-97.48591667	270.997	30.84	—	6	0	2	27.887	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	57.3	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2011	5	Unmatched
Raw data OBJECTID 14839 BRKEY 14491 NBI No. 14491 On Under 1 Structure No. 1406R0234 X Control No. Lane Ind. Milepoint Facility Carried MAIN STREET EB Feature Intersected I-35 UNDER Division 03 County 027 Location 2.3 MI N MCCLAIN C/L Sufficiency 57.3 Kind Hwy 5 Level Service 1 Route No. 09120 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1959 ADT Total 5000 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.152 Span Type Main M Material 3 - Steel Design 02 Length 270.997 Deck Width 30.84 Bridge Open Closed K TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.652 HS Inv. Rating Method 1 HS Inv. Method 26.235 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2031 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane M Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1703 Min Measured Clearance 1701 NBI Rating 14491 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 35ft.-40ft.-60ft.-60ft.-40ft.-35ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1406 0234 X H Index 58.5341 Latitude 35:13:05.86 Longitude -97:29:09.3 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name MAIN ST EB 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 14491 Vault Link http://plansrv1/bridgemaintvault/b14491 GIS FO/SD SD H Inv. Method 17.417 Latitude DD 35.21829444 Longitude DD -97.48591667 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 14839 x -10852082.6032199 y 4193586.19904303
14490	4230R0713WX	14490	Logan	I-35	ROLLER COASTER RD. UNDER	4230R0713WX	56ft.-74ft.-74ft.-56ft. CONT	1959	35.82666667	-97.40833333	261.155	32.999	—	4	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	37	Poor (4)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13450	1999	5	Unmatched
Raw data OBJECTID 14838 BRKEY 14490 NBI No. 14490 On Under 1 Structure No. 4230R0713WX Control No. 030 Lane Ind. W Milepoint 07130 Facility Carried I-35 Feature Intersected ROLLER COASTER RD. UNDER Division 04 County 083 Location 7.1 MI N OKLA. C/L Sufficiency 37 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ 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 1959 ADT Total 13450 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 261.155 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7250 Future ADT Year 2017 Bypass Detour 6.835083 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 14490 ODOT County 42 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 1.499 Rt. Curb SW 1.499 Description 56ft.-74ft.-74ft.-56ft. CONT Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4230R0713WX H Index 100 Latitude 35:49:36 Longitude -97:24:30 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 14490 Vault Link http://plansrv1/bridgemaintvault/b14490 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.82666667 Longitude DD -97.40833333 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14838 x -10843446.0653171 y 4276797.10967304
14489	4230R0713EX	14489	Logan	I-35	ROLLER COASTER RD. UNDER	4230R0713EX	56ft.-74ft.-74ft.-56ft. CONT	1959	35.82666667	-97.40833333	261.155	32.999	—	4	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	35	Poor (4)	Serious (3)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15040	1999	5	Unmatched
Raw data OBJECTID 14837 BRKEY 14489 NBI No. 14489 On Under 1 Structure No. 4230R0713EX Control No. 030 Lane Ind. E Milepoint 07130 Facility Carried I-35 Feature Intersected ROLLER COASTER RD. UNDER Division 04 County 083 Location 7.1 MI N OKLA. C/L Sufficiency 35 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ 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 1959 ADT Total 15040 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 261.155 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 3 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7250 Future ADT Year 2017 Bypass Detour 6.835083 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 14489 ODOT County 42 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 1.499 Rt. Curb SW 1.499 Description 56ft.-74ft.-74ft.-56ft. CONT Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4230R0713EX H Index 100 Latitude 35:49:36 Longitude -97:24:30 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 14489 Vault Link http://plansrv1/bridgemaintvault/b14489 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.82666667 Longitude DD -97.40833333 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14837 x -10843446.0653171 y 4276797.10967304
14488	0316 0289 X	14488	Atoka	S.H. 43	OKLAHOMA CITY RESERVOIR	0316 0289 X	80ft.-100ft.-80ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALK	1959	34.54286111	-96.04657778	261.155	35	—	3	0	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.4	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	790	2022	5	Unmatched
Raw data OBJECTID 14836 BRKEY 14488 NBI No. 14488 On Under 1 Structure No. 0316 0289 X Control No. 016 Lane Ind. Milepoint 02890 Facility Carried S.H. 43 Feature Intersected OKLAHOMA CITY RESERVOIR Division 02 County 005 Location 2.9 MI.E.OF COAL CL Sufficiency 66.4 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 5 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 1959 ADT Total 790 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 4 - Steel Continuous Design 02 Length 261.155 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 51.7 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1264 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14488 ODOT County 03 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 3 Rt. Curb SW 3 Description 80ft.-100ft.-80ft. CONT. I-BM. SPANS WITH 2-3ft. SIDEWALK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0316 0289 X H Index 88.0284 Latitude 34:32:34.3 Longitude -96:02:47.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 57 NBI Text 14488 Vault Link http://plansrv1/bridgemaintvault/b14488 GIS FO/SD Meets Standards H Inv. Method 22.8 Latitude DD 34.54286111 Longitude DD -96.04657778 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14836 x -10691856.1309061 y 4101930.02780591
14398	6020R0592 X	14398	Payne	S.H. 51	LITTLE STILLWATER CREEK	6020R0592 X	35ft.-60ft.-35ft. I-BM. SPANS ONA 1% GRADE WITH 2-18ft. SFETY CURBS	1901	36.11650278	-96.94523333	130.906	31.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	41.2	Poor (4)	Serious (3)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	7850	2001	5	Unmatched
Raw data OBJECTID 14833 BRKEY 14398 NBI No. 14398 On Under 1 Structure No. 6020R0592 X Control No. 020 Lane Ind. Milepoint 05920 Facility Carried S.H. 51 Feature Intersected LITTLE STILLWATER CREEK Division 04 County 119 Location 5.9 MI E JCT US 177 Sufficiency 41.2 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1901 ADT Total 7850 ADT Year 2001 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 130.906 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. 9 Deck Rating 3 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 24.802 HS Inv. Rating Method 2 HS Inv. Method 19.842 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6500 Future ADT Year 2018 Bypass Detour 26.09759 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 14398 ODOT County 60 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 35ft.-60ft.-35ft. I-BM. SPANS ONA 1% GRADE WITH 2-18ft. SFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6020R0592 X H Index 73.5431 Latitude 36:06:59.41 Longitude -96:56:42.84 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 51 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 14398 Vault Link http://plansrv1/bridgemaintvault/b14398 GIS FO/SD SD H Inv. Method 19.842 Latitude DD 36.11650278 Longitude DD -96.94523333 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14833 x -10791894.0091307 y 4316663.83881691
14397	3625R0245WX	14397	Kay	I-35	ABANDONED R.R. UNDER	3625 0245WX	3-45ft. I-BM. SPANS SK. 76 DEG. W/ 2 -1.5ft. SAFETY CURBS	1959	36.62833333	-97.345	137.139	41.001	—	3	14	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.2	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8550	2004	5	Unmatched
Raw data OBJECTID 14832 BRKEY 14397 NBI No. 14397 On Under 1 Structure No. 3625R0245WX Control No. 025 Lane Ind. W Milepoint 02450 Facility Carried I-35 Feature Intersected ABANDONED R.R. UNDER Division 04 County 071 Location 2.5 MI N NOBLE C/L Sufficiency 82.2 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.73 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 1959 ADT Total 8550 ADT Year 2004 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 137.139 Deck Width 41.001 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 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 13680 Future ADT Year 2024 Bypass Detour 18.019764 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 14397 ODOT County 36 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 3-45ft. I-BM. SPANS SK. 76 DEG. W/ 2 -1.5ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 0245WX H Index 0.0353 Latitude 36:37:42 Longitude -97:20:42 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14397 Vault Link http://plansrv1/bridgemaintvault/b14397 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.62833333 Longitude DD -97.345 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14832 x -10836395.8312712 y 4387427.09117151
14396	3625R0245EX	14396	Kay	I-35	ABANDONED R.R.	3625R0245EX	3-45ft. I-BM. SPANS S	1959	36.62833333	-97.345	137.139	41.001	—	3	14	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52	Poor (4)	Satisfactory (6)	Satisfactory (6)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10280	2002	5	Unmatched
Raw data OBJECTID 14831 BRKEY 14396 NBI No. 14396 On Under 1 Structure No. 3625R0245EX Control No. 025 Lane Ind. E Milepoint 02450 Facility Carried I-35 Feature Intersected ABANDONED R.R. Division 04 County 071 Location 2.5 MI N NOBLE C/L Sufficiency 52 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 37.73 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 1959 ADT Total 10280 ADT Year 2002 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 137.139 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. 9 Deck Rating 6 Super Rating 6 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16448 Future ADT Year 2022 Bypass Detour 18.019764 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 14396 ODOT County 36 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 3-45ft. I-BM. SPANS S Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625R0245EX H Index 73.01 Latitude 36:37:42 Longitude -97:20:42 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 14396 Vault Link http://plansrv1/bridgemaintvault/b14396 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.62833333 Longitude DD -97.345 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14831 x -10836395.8312712 y 4387427.09117151
14486	1649 1165EX	14486	Comanche	I-44 NB	FT. SILL RD./ UP R.R UND	1649 1165 X	50ft.(65ft.-76ft. CONT.)50ft. I-BM. SPANS	1959	34.66252778	-98.38153889	245.079	30	—	4	0	2	28.799	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	11400	2022	5	Unmatched
Raw data OBJECTID 14816 BRKEY 14486 NBI No. 14486 On Under 1 Structure No. 1649 1165EX Control No. 049 Lane Ind. E Milepoint 11650 Facility Carried I-44 NB Feature Intersected FT. SILL RD./ UP R.R UND Division 07 County 031 Location 11.6 MI N OF SH 36 Sufficiency 78.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 28.799 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 1959 ADT Total 11400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 28.799 Ref. Underclearance Rt. R Underclearance Right 15.5 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.799 Span Type Main M Material 4 - Steel Continuous Design 02 Length 245.079 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2208 Min Measured Clearance 2204 NBI Rating 14486 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.(65ft.-76ft. CONT.)50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 1165 X H Index 86.4702 Latitude 34:39:45.1 Longitude -98:22:53.54 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 141 NBI Text 14486 Vault Link http://plansrv1/bridgemaintvault/b14486 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 34.66252778 Longitude DD -98.38153889 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14816 x -10951782.8126934 y 4118114.06510185
14485	0812 0592 X	14485	Caddo	U.S. 281	SUGAR CREEK O'FLOW	0812 0592 X	6-40ft. I-BM. SPANS SK	1959	35.15707222	-98.24963056	242.126	31.001	—	6	30	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	56.3	Fair (5)	Good (7)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 14815 BRKEY 14485 NBI No. 14485 On Under 1 Structure No. 0812 0592 X Control No. 012 Lane Ind. Milepoint 05920 Facility Carried U.S. 281 Feature Intersected SUGAR CREEK O'FLOW Division 07 County 015 Location 5.9 N US62 ANADARKO Sufficiency 56.3 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 9 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 1959 ADT Total 3400 ADT Year 2022 Design Load H 20 Skew 30 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 Appr. Roadway Width 28.031 Span Type Main M Material 3 - Steel Design 02 Length 242.126 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 8 Sub Rating 5 Chan. Rating 8 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 5440 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 14485 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 6-40ft. I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 0592 X H Index 89.715 Latitude 35:09:25.46 Longitude -98:14:58.67 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 24 NBI Text 14485 Vault Link http://plansrv1/bridgemaintvault/b14485 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.15707222 Longitude DD -98.24963056 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14815 x -10937098.8445664 y 4185247.17146713
14484	5233 0465WX	14484	Noble	I-35 S.B.	BNSF R.R. UNDER	5233 0465WX	75ft.-93ft.-75ft. CONT. I-BM. SPANS W/ SLOPED FACED PARAPETS	1959	36.22631944	-97.32836944	244.094	42.3	—	3	57	2	39.301	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.4	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14814 BRKEY 14484 NBI No. 14484 On Under 1 Structure No. 5233 0465WX Control No. 033 Lane Ind. W Milepoint 04650 Facility Carried I-35 S.B. Feature Intersected BNSF R.R. UNDER Division 04 County 103 Location 3.3 MI S JCT US 77 Sufficiency 78.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 39.301 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 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 57 No. Main Spans 3 Road Width 39.301 Ref. Underclearance Rt. R Underclearance Right 22.402 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 244.094 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2304 Max Measured Clearance 2507 Min Measured Clearance 2507 NBI Rating 14484 ODOT County 52 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 75ft.-93ft.-75ft. CONT. I-BM. SPANS W/ SLOPED FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0465WX H Index 86.5434 Latitude 36:13:34.75 Longitude -97:19:42.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14484 Vault Link http://plansrv1/bridgemaintvault/b14484 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 36.22631944 Longitude DD -97.32836944 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14814 x -10834544.5258004 y 4331807.43032371
14483	5233 0465EX	14483	Noble	I-35 N.B.	BNSF R.R. UNDER	5233 0465EX	75ft.-93ft.-75ft. CONT. I-BM. SPANS W/ SLOPED FACED PARAPETS	1959	36.22678611	-97.328	244.094	42.3	—	3	57	2	39.301	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14813 BRKEY 14483 NBI No. 14483 On Under 1 Structure No. 5233 0465EX Control No. 033 Lane Ind. E Milepoint 04650 Facility Carried I-35 N.B. Feature Intersected BNSF R.R. UNDER Division 04 County 103 Location 3.3MI S JCT US 77 Sufficiency 77 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 39.301 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 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 57 No. Main Spans 3 Road Width 39.301 Ref. Underclearance Rt. R Underclearance Right 22.402 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 244.094 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2204 Max Measured Clearance 2307 Min Measured Clearance 2307 NBI Rating 14483 ODOT County 52 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 75ft.-93ft.-75ft. CONT. I-BM. SPANS W/ SLOPED FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0465EX H Index 81.2869 Latitude 36:13:36.43 Longitude -97:19:40.8 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14483 Vault Link http://plansrv1/bridgemaintvault/b14483 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 36.22678611 Longitude DD -97.328 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14813 x -10834503.3999277 y 4331871.82890424
14482	6829 0200 X	14482	Sequoyah	S.H. 10	DEEP BRANCH CREEK	6829 0200 X	4-60ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.51585	-95.08627222	241	30	—	4	0	2	28	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.3	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 14812 BRKEY 14482 NBI No. 14482 On Under 1 Structure No. 6829 0200 X Control No. 029 Lane Ind. Milepoint 02000 Facility Carried S.H. 10 Feature Intersected DEEP BRANCH CREEK Division 01 County 135 Location 2.2 MI E MUSKOGEE C/L Sufficiency 78.3 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1959 ADT Total 2000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 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 28 Span Type Main M Material 3 - Steel Design 02 Length 241 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. 2 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 94.3 HS Inv. Rating Method 1 HS Inv. Method 56.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14482 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-60ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6829 0200 X H Index 74.9304 Latitude 35:30:57.06 Longitude -95:05:10.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 10 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 14482 Vault Link http://plansrv1/bridgemaintvault/b14482 GIS FO/SD Meets Standards H Inv. Method 45.1 Latitude DD 35.51585 Longitude DD -95.08627222 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14812 x -10584955.404961 y 4234205.95339148
14393	3625 1814WX	14393	Kay	I-35	DOE CREEK	3625 1814WX	3-40ft. I-BM. SPANS WITH F-SHAPED RAILS	1959	36.85670278	-97.34545	121.339	41.001	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7500	2022	5	Unmatched
Raw data OBJECTID 14811 BRKEY 14393 NBI No. 14393 On Under 1 Structure No. 3625 1814WX Control No. 025 Lane Ind. W Milepoint 18140 Facility Carried I-35 Feature Intersected DOE CREEK Division 04 County 071 Location 3.2 MI N JCT SH 11 Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1959 ADT Total 7500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 121.339 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14393 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS WITH F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 1814WX H Index 80.805 Latitude 36:51:24.13 Longitude -97:20:43.62 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14393 Vault Link http://plansrv1/bridgemaintvault/b14393 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.85670278 Longitude DD -97.34545 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14811 x -10836445.9250421 y 4419151.78011929
14392	3625 1814EX	14392	Kay	I-35	DOE CREEK	3625 1814EX	3-40ft. I-BM. SPANS WITH SLOPE-FACED PARAPETS	1959	36.85674444	-97.34507778	121.063	41.001	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7600	2022	5	Unmatched
Raw data OBJECTID 14810 BRKEY 14392 NBI No. 14392 On Under 1 Structure No. 3625 1814EX Control No. 025 Lane Ind. E Milepoint 18140 Facility Carried I-35 Feature Intersected DOE CREEK Division 04 County 071 Location 3.2 MI N JCT SH 11 Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1959 ADT Total 7600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 121.063 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14392 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS WITH SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 1814EX H Index 83.1728 Latitude 36:51:24.28 Longitude -97:20:42.28 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14392 Vault Link http://plansrv1/bridgemaintvault/b14392 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.85674444 Longitude DD -97.34507778 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14810 x -10836404.4897012 y 4419157.57608243
14391	2004 1087NX	14391	Custer	I-40 WB	S.H. 54 UNDER	2004 1087NX	35ft.-51ft.-35ft. CONT. CONC. SLAB SPANS, SK. 24 DEG. L.F.	1959	35.52055556	-98.72704722	123.031	42.999	—	3	24	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	11200	2022	5	Unmatched
Raw data OBJECTID 14809 BRKEY 14391 NBI No. 14391 On Under 1 Structure No. 2004 1087NX Control No. 004 Lane Ind. N Milepoint 10870 Facility Carried I-40 WB Feature Intersected S.H. 54 UNDER Division 05 County 039 Location JCT I-40 & S.H. 54 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 1959 ADT Total 11200 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 9.902 Underclearance Left 9.199 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 123.031 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 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 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17920 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 Y Existing Posting -1 Max Measured Clearance 1603 Min Measured Clearance 1411 NBI Rating 14391 ODOT County 20 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 0 Rt. Curb SW 0 Description 35ft.-51ft.-35ft. CONT. CONC. SLAB SPANS, SK. 24 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1087NX H Index 96.7595 Latitude 35:31:14 Longitude -98:43:37.37 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 14391 Vault Link http://plansrv1/bridgemaintvault/b14391 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.52055556 Longitude DD -98.72704722 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14809 x -10990244.6240539 y 4234849.5221345
14390	2004 1087SX	14390	Custer	I-40 EB	S.H. 54 UNDER	2004 1087SX	35ft.-51ft.-35ft. CONT. CONC. SLAB SPANS, SK. 24 DEG. L.F.	1959	35.520275	-98.72723611	123.031	43.002	—	3	24	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	11500	2022	5	Unmatched
Raw data OBJECTID 14808 BRKEY 14390 NBI No. 14390 On Under 1 Structure No. 2004 1087SX Control No. 004 Lane Ind. S Milepoint 10870 Facility Carried I-40 EB Feature Intersected S.H. 54 UNDER Division 05 County 039 Location JCT I-40 AND S.H. 54 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 1959 ADT Total 11500 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 8.501 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 123.031 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. 2 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 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18400 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 Y Existing Posting -1 Max Measured Clearance 1605 Min Measured Clearance 1505 NBI Rating 14390 ODOT County 20 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 0 Rt. Curb SW 0 Description 35ft.-51ft.-35ft. CONT. CONC. SLAB SPANS, SK. 24 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1087SX H Index 97.2543 Latitude 35:31:12.99 Longitude -98:43:38.05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14390 Vault Link http://plansrv1/bridgemaintvault/b14390 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.520275 Longitude DD -98.72723611 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14808 x -10990265.6511925 y 4234811.1495235
14389	4420 0682 X	14389	McClain	S.H. 59	PANTHER CREEK	4420 0682 X	3-40ft. I-BM. SPANS WI	1959	34.917133	-97.564861	121.063	32.021	—	3	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	850	2022	5	Unmatched
Raw data OBJECTID 14807 BRKEY 14389 NBI No. 14389 On Under 1 Structure No. 4420 0682 X Control No. 020 Lane Ind. Milepoint 06820 Facility Carried S.H. 59 Feature Intersected PANTHER CREEK Division 03 County 087 Location 6.8 MI S. JCT. SH 39 Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 121.063 Deck Width 32.021 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56 HS Inv. Rating Method 3 HS Inv. Method 43 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1360 Future ADT Year 2042 Bypass Detour 18.019764 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 14389 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 3-40ft. I-BM. SPANS WI Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4420 0682 X H Index 90.8534 Latitude 34:55:01.68 Longitude -97:33:53.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 59 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14389 Vault Link http://plansrv1/bridgemaintvault/b14389 GIS FO/SD Meets Standards H Inv. Method 42 Latitude DD 34.917133 Longitude DD -97.564861 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14807 x -10860870.6458365 y 4152625.54422219
14388	5568R0010NX	14388	Oklahoma	I-40 RAMP N-E	I-40 WEST UNDER	5568R0010NX	35ft.-50ft.-35ft.I-BM.SPANS WITH 2-18ft. SAFETY CURBS	1959	35.46833333	-97.46666667	121.001	42.001	—	3	99	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65	Poor (4)	Serious (3)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	38350	2002	5	Unmatched
Raw data OBJECTID 14806 BRKEY 14388 NBI No. 14388 On Under 1 Structure No. 5568R0010NX Control No. Lane Ind. Milepoint Facility Carried I-40 RAMP N-E Feature Intersected I-40 WEST UNDER Division 04 County 109 Location EAST OF JCT I-40 Sufficiency 65 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 7 Service Type Off 1 Vertical Clearance _ 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 1959 ADT Total 38350 ADT Year 2002 Design Load HS 20 Skew 99 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 11.499 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 33.999 Span Type Main M Material 3 - Steel Design 02 Length 121.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 3 Super Rating 4 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 61360 Future ADT Year 2022 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14388 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. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.-50ft.-35ft.I-BM.SPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5568R0010NX H Index 47.0952 Latitude 35:28:06 Longitude -97:28:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 RAMP N-E Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 14388 Vault Link http://plansrv1/bridgemaintvault/b14388 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.46833333 Longitude DD -97.46666667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14806 x -10849939.7030221 y 4227709.3186699
14481	5515R0749WX	14481	Oklahoma	I-35	MKT & CRI & P RR UNDER	5515R0749WX	3-60ft., 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG.	1959	35.46666667	-97.46833333	232.001	47.001	—	4	30	3	42.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	51	Poor (4)	Poor (4)	Satisfactory (6)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30450	2002	5	Unmatched
Raw data OBJECTID 14793 BRKEY 14481 NBI No. 14481 On Under 1 Structure No. 5515R0749WX Control No. 015 Lane Ind. W Milepoint 07490 Facility Carried I-35 Feature Intersected MKT & CRI & P RR UNDER Division 04 County 109 Location N EDGE OF E JCT W/I40 Sufficiency 51 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance _ 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 1959 ADT Total 30450 ADT Year 2002 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 42.001 Ref. Underclearance Rt. R Underclearance Right 12.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 232.001 Deck Width 47.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 6 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 48720 Future ADT Year 2022 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14481 ODOT County 55 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 1.499 Rt. Curb SW 1.499 Description 3-60ft., 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0749WX H Index 71.8857 Latitude 35:28:00 Longitude -97:28:06 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 14481 Vault Link http://plansrv1/bridgemaintvault/b14481 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.46666667 Longitude DD -97.46833333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14793 x -10850125.2347646 y 4227481.5171701
14480	5515R0749EX	14480	Oklahoma	I-35	MKT & CRI & P RR UNDER	5515R0749EX	3-60ft., 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.46666667	-97.46833333	231.001	35	—	4	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	37	Serious (3)	Satisfactory (6)	Fair (5)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30450	2002	5	Unmatched
Raw data OBJECTID 14792 BRKEY 14480 NBI No. 14480 On Under 1 Structure No. 5515R0749EX Control No. 015 Lane Ind. E Milepoint 07490 Facility Carried I-35 Feature Intersected MKT & CRI & P RR UNDER Division 04 County 109 Location N EDGE OF E JCT W/I40 Sufficiency 37 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 30450 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 12.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 231.001 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 5 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 48720 Future ADT Year 2022 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14480 ODOT County 55 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 1.499 Rt. Curb SW 1.499 Description 3-60ft., 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0749EX H Index 57.7241 Latitude 35:28:00 Longitude -97:28:06 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 14480 Vault Link http://plansrv1/bridgemaintvault/b14480 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.46666667 Longitude DD -97.46833333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14792 x -10850125.2347646 y 4227481.5171701
14479	0121 0298 X	14479	Adair	S.H. 51	EVANSVILLE CREEK	0121 0298 X	3-65ft., 40ft. I-BM. SPANS SK. 60 DEG., 28ft. CLR.RDY.	1959	35.82652222	-94.57325278	238	30	—	3	33	2	28	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.1	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	690	2022	5	Unmatched
Raw data OBJECTID 14791 BRKEY 14479 NBI No. 14479 On Under 1 Structure No. 0121 0298 X Control No. 021 Lane Ind. Milepoint 02980 Facility Carried S.H. 51 Feature Intersected EVANSVILLE CREEK Division 01 County 001 Location 2.9 MI.E.JCT.US59 Sufficiency 87.1 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1959 ADT Total 690 ADT Year 2022 Design Load H 20 Skew 33 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 24 Span Type Main M Material 3 - Steel Design 02 Length 238 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. 2 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 72.5 HS Inv. Rating Method 1 HS Inv. Method 43.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1104 Future ADT Year 2042 Bypass Detour 14.291537 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14479 ODOT County 01 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 3-65ft., 40ft. I-BM. SPANS SK. 60 DEG., 28ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0121 0298 X H Index 90.9835 Latitude 35:49:35.48 Longitude -94:34:23.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14479 NBI Text 14479 Vault Link http://plansrv1/bridgemaintvault/b14479 GIS FO/SD Meets Standards H Inv. Method 34.2 Latitude DD 35.82652222 Longitude DD -94.57325278 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14791 x -10527846.3421331 y 4276777.27709435
14478	2002 0919SX	14478	Custer	I-40 EB	FMRC RR & RED WHEAT DR.	2002 0919SX	4-56ft. I-BEAM SPANS	1959	35.496153	-98.991017	227	47	—	4	30	2	45	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.7	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	9550	2022	5	Unmatched
Raw data OBJECTID 14790 BRKEY 14478 NBI No. 14478 On Under 1 Structure No. 2002 0919SX Control No. 002 Lane Ind. S Milepoint 09190 Facility Carried I-40 EB Feature Intersected FMRC RR & RED WHEAT DR. Division 05 County 039 Location 9.2 MI NE WASHITA C/L Sufficiency 82.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 45 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 9550 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 45 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 7.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 3 - Steel Design 02 Length 227 Deck Width 47 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 N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15280 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2705 Max Measured Clearance 2710 Min Measured Clearance 2708 NBI Rating 14478 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-56ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 0919SX H Index 90.3293 Latitude 35:29:46.15 Longitude -98:59:27.66 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14478 Vault Link http://plansrv1/bridgemaintvault/b14478 GIS FO/SD FO H Inv. Method 28 Latitude DD 35.496153 Longitude DD -98.991017 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14790 x -11019629.6055483 y 4231512.44880844
14477	2002 0919NX	14477	Custer	I-40 WB	FMRC RR & RED WHEAT DR.	2002 0919NX	4-56ft. I-BEAM SPANS	1959	35.496511	-98.990969	227	48	—	4	30	3	46	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.7	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	9250	2022	5	Unmatched
Raw data OBJECTID 14789 BRKEY 14477 NBI No. 14477 On Under 1 Structure No. 2002 0919NX Control No. 002 Lane Ind. N Milepoint 09190 Facility Carried I-40 WB Feature Intersected FMRC RR & RED WHEAT DR. Division 05 County 039 Location 9.2 MI NE WASHITA C/L Sufficiency 80.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 46 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 1959 ADT Total 9250 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 46 Ref. Underclearance Rt. R Underclearance Right 0 Underclearance Left 8.1 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 227 Deck Width 48 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 N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2705 Max Measured Clearance 2805 Min Measured Clearance 2803 NBI Rating 14477 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-56ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 0919NX H Index 89.3538 Latitude 35:29:47.44 Longitude -98:59:27.49 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 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 -1 NBI Text 14477 Vault Link http://plansrv1/bridgemaintvault/b14477 GIS FO/SD FO H Inv. Method 28 Latitude DD 35.496511 Longitude DD -98.990969 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14789 x -11019624.2622127 y 4231561.39832131
14476	4405R2520 X	14476	McClain	S.H. 9	I-35 UNDER	4405 2520 X	35ft.-38ft.-50ft.-63ft.-35ft.	1959	35.18135	-97.49404722	224.081	30.84	—	5	5	2	27.887	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	28.1	Poor (4)	Serious (3)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	27300	2008	5	Unmatched
Raw data OBJECTID 14788 BRKEY 14476 NBI No. 14476 On Under 1 Structure No. 4405R2520 X Control No. Lane Ind. Milepoint Facility Carried S.H. 9 Feature Intersected I-35 UNDER Division 03 County 087 Location JCT I-35 & SH 9 Sufficiency 28.1 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 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 1959 ADT Total 27300 ADT Year 2008 Design Load H 20 Skew 5 No. Main Spans 5 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 7.874 Underclearance Left 7.546 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 224.081 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 3 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 50.045 HS Inv. Rating Method 1 HS Inv. Method 29.983 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43680 Future ADT Year 2028 Bypass Detour 51.999869 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 14476 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 35ft.-38ft.-50ft.-63ft.-35ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4405 2520 X H Index 55.828 Latitude 35:10:52.86 Longitude -97:29:38.57 I257A _ I257B 0 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name S.H. 9 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 14476 Vault Link http://plansrv1/bridgemaintvault/b14476 GIS FO/SD SD H Inv. Method 21.495 Latitude DD 35.18135 Longitude DD -97.49404722 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14788 x -10852987.6919058 y 4188553.27599938
14384	3625R2402WX	14384	Kay	I-35	U.S. 177 UNDER	3625 2402WX	32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS	1959	36.94097222	-97.34663611	111.877	41.102	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54.4	Poor (4)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7150	2011	5	Unmatched
Raw data OBJECTID 14784 BRKEY 14384 NBI No. 14384 On Under 1 Structure No. 3625R2402WX Control No. 025 Lane Ind. W Milepoint 24020 Facility Carried I-35 Feature Intersected U.S. 177 UNDER Division 04 County 071 Location 9.1 MI N JCT SH 11 Sufficiency 54.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y 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 1959 ADT Total 7150 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 10.997 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 41.998 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 Deck Width 41.102 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 4 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.431 HS Inv. Rating Method 1 HS Inv. Method 26.015 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11440 Future ADT Year 2031 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1405 Max Measured Clearance 1606 Min Measured Clearance 1408 NBI Rating 14384 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-46ft.-32ft. CONT. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 2402WX H Index 63.3736 Latitude 36:56:27.5 Longitude -97:20:47.89 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14384 Vault Link http://plansrv1/bridgemaintvault/b14384 GIS FO/SD SD H Inv. Method 18.519 Latitude DD 36.94097222 Longitude DD -97.34663611 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14784 x -10836577.9622033 y 4430882.26656573
14383	3625R2402EX	14383	Kay	I-35	U.S. 177 UNDER	3625 2402EX	32ft.-46ft.-32ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS	1959	36.940925	-97.34627222	111.877	41.001	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54.4	Poor (4)	Poor (4)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7750	2011	5	Unmatched
Raw data OBJECTID 14783 BRKEY 14383 NBI No. 14383 On Under 1 Structure No. 3625R2402EX Control No. 025 Lane Ind. E Milepoint 24020 Facility Carried I-35 Feature Intersected U.S. 177 UNDER Division 04 County 071 Location 9.1 MI N JCT SH 11 Sufficiency 54.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y 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 1959 ADT Total 7750 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 11.102 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 41.998 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 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 4 Super Rating 4 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.431 HS Inv. Rating Method 1 HS Inv. Method 26.015 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12400 Future ADT Year 2031 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1405 Max Measured Clearance 1409 Min Measured Clearance 1408 NBI Rating 14383 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-46ft.-32ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 2402EX H Index 51.6916 Latitude 36:56:27.33 Longitude -97:20:46.58 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14383 Vault Link http://plansrv1/bridgemaintvault/b14383 GIS FO/SD SD H Inv. Method 18.519 Latitude DD 36.940925 Longitude DD -97.34627222 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14783 x -10836537.4541538 y 4430875.68981098
14382	5515R0405 X	14382	Oklahoma	FAU 9420 (SE 29TH	I-35 UNDER	5515R0405 X	2-55ft. CONC. RIDIG FRAME WITH 2-3ft. SIDEWALKS & RETAINING WALLS	1959	35.435	-97.485	111.877	59.8	—	2	0	-1	52.001	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Fair (5)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	-1	2005	5	Unmatched
Raw data OBJECTID 14782 BRKEY 14382 NBI No. 14382 On Under 1 Structure No. 5515R0405 X Control No. Lane Ind. Milepoint Facility Carried FAU 9420 (SE 29TH Feature Intersected I-35 UNDER Division 04 County 109 Location 4.1 MI N CLEVELAND CO Sufficiency 87.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 53.999 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 1959 ADT Total -1 ADT Year 2005 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 10.2 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes -1 Fill RCB -1 Appr. Roadway Width 52.001 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 111.877 Deck Width 59.8 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry N Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 24.802 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 2 H Inv. Rating Method 2 Future ADT -2 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 14382 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. 8 DK Surf. Type 6 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 2-55ft. CONC. RIDIG FRAME WITH 2-3ft. SIDEWALKS & RETAINING WALLS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0405 X H Index 100 Latitude 35:26:06 Longitude -97:29:06 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name FAU 9420 (SE 29TH Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14382 Vault Link http://plansrv1/bridgemaintvault/b14382 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.435 Longitude DD -97.485 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14782 x -10851980.5599823 y 4223154.16741018
14475	4405R1982 X	14475	McClain	LADD RD.	I-35 UNDER	4405 1982 X	37ft.(2-74ft. CONT.)37ft.	1959	35.117017	-97.443581	226.05	29.856	—	2	37	2	23.95	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57.4	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)	A	875	2017	5	Unmatched
Raw data OBJECTID 14769 BRKEY 14475 NBI No. 14475 On Under 1 Structure No. 4405R1982 X Control No. Lane Ind. Milepoint Facility Carried LADD RD. Feature Intersected I-35 UNDER Division 03 County 087 Location 5.9 MI S CLEV. C/L Sufficiency 57.4 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.95 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 875 ADT Year 2017 Design Load H 15 Skew 37 No. Main Spans 2 Road Width 23.95 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 13.78 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.95 Span Type Main M Material 4 - Steel Continuous Design 02 Length 226.05 Deck Width 29.856 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 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 7 HS Operating Rating Method 1 HS Operating Rating 38.801 HS Inv. Rating Method 1 HS Inv. Method 23.259 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1400 Future ADT Year 2037 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1600 Max Measured Clearance 1603 Min Measured Clearance 1505 NBI Rating 14475 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 2.953 Description 37ft.(2-74ft. CONT.)37ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4405 1982 X H Index 75.7872 Latitude 35:07:01.26 Longitude -97:26:36.89 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name LADD ROAD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14475 Vault Link http://plansrv1/bridgemaintvault/b14475 GIS FO/SD Meets Standards H Inv. Method 15.653 Latitude DD 35.117017 Longitude DD -97.443581 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14769 x -10847369.8179931 y 4179794.67935673
14474	5568R0011NXR	14474	Oklahoma	I-40	MKT & CRI & P RR UNDER	5568R0011NXR	3-55ft.,50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.46833333	-97.46666667	216.001	35	—	4	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	51	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	32500	2002	5	Unmatched
Raw data OBJECTID 14768 BRKEY 14474 NBI No. 14474 On Under 1 Structure No. 5568R0011NXR Control No. 068 Lane Ind. N Milepoint 00110 Facility Carried I-40 Feature Intersected MKT & CRI & P RR UNDER Division 04 County 109 Location TINKER INTERCHANGE Sufficiency 51 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 32500 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 12.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 33.999 Span Type Main M Material 3 - Steel Design 02 Length 216.001 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 52000 Future ADT Year 2022 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14474 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. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 3-55ft.,50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. R Alt. Structure Name 5568R0011NXR H Index 92.4983 Latitude 35:28:06 Longitude -97:28:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 14474 Vault Link http://plansrv1/bridgemaintvault/b14474 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.46833333 Longitude DD -97.46666667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14768 x -10849939.7030221 y 4227709.3186699
14470	7206R1040 X	14470	Tulsa	U.S. 64	SNAKE CREEK	7206 1040 X	64ft.-80ft.-64ft. I-BM. SPANS WITH 2-18ft. SCft.S	1959	35.91469444	-95.83405833	208.999	32.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52.9	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	4200	2017	5	Unmatched
Raw data OBJECTID 14764 BRKEY 14470 NBI No. 14470 On Under 1 Structure No. 7206R1040 X Control No. 006 Lane Ind. Milepoint 10400 Facility Carried U.S. 64 Feature Intersected SNAKE CREEK Division 08 County 143 Location 10.4 MI S OF TURNPIKE Sufficiency 52.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1959 ADT Total 4200 ADT Year 2017 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 0 Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 208.999 Deck Width 32.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 71.65 HS Inv. Rating Method 1 HS Inv. Method 42.99 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2037 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14470 ODOT County 72 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 1.499 Rt. Curb SW 1.499 Description 64ft.-80ft.-64ft. I-BM. SPANS WITH 2-18ft. SCft.S Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7206 1040 X H Index 82.5945 Latitude 35:54:52.9 Longitude -95:50:02.61 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 Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14470 Vault Link http://plansrv1/bridgemaintvault/b14470 GIS FO/SD SD H Inv. Method 26.676 Latitude DD 35.91469444 Longitude DD -95.83405833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14764 x -10668198.5739485 y 4288889.79821857
14381	5515R0471WX	14381	Oklahoma	I-35	SE 20TH ST UNDER	5515R0471WX	33ft.-47ft.-33ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 85 DEG.	1959	35.44333333	-97.485	115.157	42.001	—	3	5	2	37.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35500	1999	5	Unmatched
Raw data OBJECTID 14763 BRKEY 14381 NBI No. 14381 On Under 1 Structure No. 5515R0471WX Control No. 015 Lane Ind. W Milepoint 04710 Facility Carried I-35 Feature Intersected SE 20TH ST UNDER Division 04 County 109 Location 4.7 MI N CLEVELAND CO Sufficiency 84 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 35500 ADT Year 1999 Design Load HS 20 Skew 5 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 6.201 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 115.157 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 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 32500 Future ADT Year 2017 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 14381 ODOT County 55 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 1.499 Rt. Curb SW 1.499 Description 33ft.-47ft.-33ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 85 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0471WX H Index 100 Latitude 35:26:36 Longitude -97:29:06 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14381 Vault Link http://plansrv1/bridgemaintvault/b14381 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.44333333 Longitude DD -97.485 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14763 x -10851980.5599823 y 4224292.77800973
14380	5515R0471 X	14380	Oklahoma	SE 20TH ST.	I-35 UNDER	5515R0471 X	2-80ft. CONT. PLATE GIRDER SPANS SK. 83 DEG. 59ft.54ft.	1994	35.31666667	-95.55972222	161.089	72.001	—	2	0	-1	-1	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Not applicable (N)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	-1	2005	5	Unmatched
Raw data OBJECTID 14762 BRKEY 14380 NBI No. 14380 On Under 1 Structure No. 5515R0471 X Control No. Lane Ind. Milepoint Facility Carried SE 20TH ST. Feature Intersected I-35 UNDER Division 04 County 109 Location 4.7 MI N CLEVELAND CO Sufficiency 93 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 80 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1994 ADT Total -1 ADT Year 2005 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. H Underclearance Right 6.201 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes -1 Fill RCB -1 Appr. Roadway Width 50 Span Type Main M Material 4 - Steel Continuous Design 02 Length 161.089 Deck Width 72.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.612 HS Inv. Rating Method 1 HS Inv. Method 48.612 H Operating Rating 1 H Inv. Rating Method 1 Future ADT -2 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 14380 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. 8 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 10 Description 2-80ft. CONT. PLATE GIRDER SPANS SK. 83 DEG. 59ft.54ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0471 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name SE 20TH ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14380 Vault Link http://plansrv1/bridgemaintvault/b14380 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 14762 x -10637659.6178771 y 4206998.58465707
14379	5515 0912 X	14379	Oklahoma	NE 23RD TURN LANE	I-35 UNDER (S.BRIDGE UND	5515 0912 X	2-56ft. CONC. RIGID FRAME SPANS W 4ft. SIDEWALK & 1.5ft. SAFETY CURB	1959	35.49278611	-97.46539722	115	39.501	—	2	0	2	26.998	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.9	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 14761 BRKEY 14379 NBI No. 14379 On Under 1 Structure No. 5515 0912 X Control No. Lane Ind. Milepoint Facility Carried NE 23RD TURN LANE Feature Intersected I-35 UNDER (S.BRIDGE UND Division 04 County 109 Location 1.7 MI N OF JCT W/I40 Sufficiency 64.9 Kind Hwy 5 Level Service 1 Route No. 09520 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.998 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1959 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 26.998 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 18.648 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 115 Deck Width 39.501 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 8000 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 1610 Max Measured Clearance 1706 Min Measured Clearance 1604 NBI Rating 14379 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. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 3.999 Description 2-56ft. CONC. RIGID FRAME SPANS W 4ft. SIDEWALK & 1.5ft. SAFETY CURB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0912 X H Index 79.8563 Latitude 35:29:34.03 Longitude -97:27:55.43 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 1 Roadway Name NE 23RD SOUTH TURN AROUND Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14379 Vault Link http://plansrv1/bridgemaintvault/b14379 GIS FO/SD FO H Inv. Method 35.715 Latitude DD 35.49278611 Longitude DD -97.46539722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 14761 x -10849798.3884945 y 4231052.10298474
14378	5515 0864 X	14378	Oklahoma	FAU 9506 NE 16 ST	I-35 UNDER	5515 0864 X	98ft. WELDED STEEL HINGED RIGID FRAME SPAN WITH 2-5ft. SIDEWALKS	1959	35.48594444	-97.46539167	111.001	60	—	1	0	4	47.999	3 - Steel	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61.7	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 14760 BRKEY 14378 NBI No. 14378 On Under 1 Structure No. 5515 0864 X Control No. Lane Ind. Milepoint Facility Carried FAU 9506 NE 16 ST Feature Intersected I-35 UNDER Division 04 County 109 Location 1.3 MI N OF E JCT I40 Sufficiency 61.7 Kind Hwy 5 Level Service 1 Route No. 09506 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1959 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 10.6 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 3 - Steel Design 07 Length 111.001 Deck Width 60 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 74.296 HS Inv. Rating Method 1 HS Inv. Method 44.644 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 30 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1902 Min Measured Clearance 1600 NBI Rating 14378 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 5 Rt. Curb SW 5 Description 98ft. WELDED STEEL HINGED RIGID FRAME SPAN WITH 2-5ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0864 X H Index 71.3732 Latitude 35:29:09.4 Longitude -97:27:55.41 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name NE 16TH ST Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15864 NBI Text 14378 Vault Link http://plansrv1/bridgemaintvault/b14378 GIS FO/SD FO H Inv. Method 37.699 Latitude DD 35.48594444 Longitude DD -97.46539167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 14760 x -10849797.7706714 y 4230116.71924956
14377	1316 1865 X	14377	Cimarron	U.S. 56	GOFF CREEK	1316 1865 X	2(10.25,2-12.5,10.25)X10X83.4ft. RCB	1959	36.88604167	-102.08656111	99.081	0	—	8	0	2	0	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	06 - Minor Arterial (Rural)	C	730	2022	5	Unmatched
Raw data OBJECTID 14759 BRKEY 14377 NBI No. 14377 On Under 1 Structure No. 1316 1865 X Control No. 016 Lane Ind. Milepoint 18650 Facility Carried U.S. 56 Feature Intersected GOFF CREEK Division 06 County 025 Location 19.1 MI. NE. JCT.US64 Sufficiency 94.5 Kind Hwy 2 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 83.399 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 1959 ADT Total 730 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 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 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 99.081 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1168 Future ADT Year 2042 Bypass Detour 42.874612 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 14377 ODOT County 13 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(10.25,2-12.5,10.25)X10X83.4ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1316 1865 X H Index 92.8397 Latitude 36:53:09.75 Longitude -102:05:11.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 56 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14377 Vault Link http://plansrv1/bridgemaintvault/b14377 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.88604167 Longitude DD -102.08656111 ODOT County Number 13 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14759 x -11364223.9996016 y 4423234.34688699
14376	4405 1653WX	14376	McClain	I-35	E1335 JOHNSON RD. UNDER	4405 1653WX	30ft.-40ft.-30ft. CONT. CO	1959	35.07910556	-97.40806111	102.034	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	17950	2022	5	Unmatched
Raw data OBJECTID 14758 BRKEY 14376 NBI No. 14376 On Under 1 Structure No. 4405 1653WX Control No. 005 Lane Ind. W Milepoint 16530 Facility Carried I-35 Feature Intersected E1335 JOHNSON RD. UNDER Division 03 County 087 Location 9.2 MI S CLEV. C/L Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 1959 ADT Total 17950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 11.155 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 42.979 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N 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 28720 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 Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14376 ODOT County 44 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.-40ft.-30ft. CONT. CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1653WX H Index 97.7532 Latitude 35:04:44.78 Longitude -97:24:29.02 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14376 Vault Link http://plansrv1/bridgemaintvault/b14376 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.07910556 Longitude DD -97.40806111 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14758 x -10843415.7619253 y 4174636.47676723