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
20321	0703 1065 X	20321	Bryan	FISH HATCHERY RD	U.S. 69 UNDER	0703 1065 X	(2) 165ft. CONTINUOUS PLATE GIRDER SK 59°	1982	34.07694444	-96.33805556	331.001	35	—	2	59	2	32.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20756 BRKEY 20321 NBI No. 20321 On Under 1 Structure No. 0703 1065 X Control No. Lane Ind. Milepoint Facility Carried FISH HATCHERY RD Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 10.65 N JCT US-69 BUS Sufficiency 99 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1982 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 59 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 17.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 331.001 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 98 HS Inv. Rating Method 1 HS Inv. Method 59 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1700 Min Measured Clearance 1601 NBI Rating 20321 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 165ft. CONTINUOUS PLATE GIRDER SK 59° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 1065 X H Index 94.4203 Latitude 34:04:37 Longitude -96:20:17 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name FISH HATCHERY RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 031 NBI Text 20321 Vault Link http://plansrv1/bridgemaintvault/b20321 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.07694444 Longitude DD -96.33805556 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 20756 x -10724303.2889533 y 4039138.46980042
20320	6016 0760 X	20320	Payne	U.S. 177	STILLWATER CREEK	6016 0760 X	4-87.5ft. PRESTRESSED CONC. BM. SPANS WITH 2-6ft. SIDEWALKS	1982	36.09889722	-97.05126944	352.5	68.999	—	4	0	4	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.1	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	11700	2022	5	Unmatched
Raw data OBJECTID 20755 BRKEY 20320 NBI No. 20320 On Under 1 Structure No. 6016 0760 X Control No. 016 Lane Ind. Milepoint 07600 Facility Carried U.S. 177 Feature Intersected STILLWATER CREEK Division 04 County 119 Location 1.2 MI S JCT SH 51 Sufficiency 66.1 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 52.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1982 ADT Total 11700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 352.5 Deck Width 68.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 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 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.2 HS Inv. Rating Method 3 HS Inv. Method 37.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 18720 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20320 ODOT County 60 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 6.001 Rt. Curb SW 6.001 Description 4-87.5ft. PRESTRESSED CONC. BM. SPANS WITH 2-6ft. SIDEWALKS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6016 0760 X H Index 94.1472 Latitude 36:05:56.03 Longitude -97:03:04.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 177 (PERKINS RD.) 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 20320 Vault Link http://plansrv1/bridgemaintvault/b20320 GIS FO/SD Meets Standards H Inv. Method 37.3 Latitude DD 36.09889722 Longitude DD -97.05126944 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20755 x -10803697.8949016 y 4314238.02368153
20319	0703 1406 X	20319	Bryan	MILLER RD	U.S. 69 UNDER	0703 1406 X	(2) 150ft. CONTINUOUS PC BOX GIRDER SK 44°	1982	34.11361111	-96.29916667	302.001	35	—	2	44	2	32.001	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20754 BRKEY 20319 NBI No. 20319 On Under 1 Structure No. 0703 1406 X Control No. Lane Ind. Milepoint Facility Carried MILLER RD Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 14.06 N JCT US-69 BUS Sufficiency 89 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1982 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 44 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 302.001 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1700 Min Measured Clearance 1601 NBI Rating 20319 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 150ft. CONTINUOUS PC BOX GIRDER SK 44° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 1406 X H Index 97.5002 Latitude 34:06:49 Longitude -96:17:57 I257A 0 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name MILLER RD Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 033 NBI Text 20319 Vault Link http://plansrv1/bridgemaintvault/b20319 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.11361111 Longitude DD -96.29916667 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 20754 x -10719974.197521 y 4044067.44327896
20318	0703 1219 X	20318	Bryan	HAT POWELL RD	U.S. 69 UNDER	0703 1219 X	(2) 150ft. CONTINUOUS PC BOX GIRDER SK 44°	1982	34.09361111	-96.32055556	302.001	35	—	2	44	2	32.001	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20753 BRKEY 20318 NBI No. 20318 On Under 1 Structure No. 0703 1219 X Control No. Lane Ind. Milepoint Facility Carried HAT POWELL RD Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 12.19 N JCT US-69 BUS Sufficiency 89 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1982 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 44 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 29.501 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 302.001 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1700 Min Measured Clearance 1605 NBI Rating 20318 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 150ft. CONTINUOUS PC BOX GIRDER SK 44° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 1219 X H Index 97.3083 Latitude 34:05:37 Longitude -96:19:14 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name HAT POWELL RD Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 032 NBI Text 20318 Vault Link http://plansrv1/bridgemaintvault/b20318 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.09361111 Longitude DD -96.32055556 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 20753 x -10722355.1978644 y 4041378.64784143
20317	5710 0015 X	20317	Osage	S.H. 11	BIRD CREEK	5710 0015 X	2-70ft.,2-90ft. PRESTRES	1982	36.66601389	-96.31391667	322	44	—	2	0	2	42	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2800	2022	5	Unmatched
Raw data OBJECTID 20734 BRKEY 20317 NBI No. 20317 On Under 1 Structure No. 5710 0015 X Control No. 010 Lane Ind. Milepoint 00150 Facility Carried S.H. 11 Feature Intersected BIRD CREEK Division 08 County 113 Location 0.1 MI. S. JCT. US60 Sufficiency 95.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42 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 1982 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 42 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 5 - Prestressed Concrete Design 02 Length 322 Deck Width 44 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 51.7 HS Inv. Rating Method 1 HS Inv. Method 30.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20317 ODOT County 57 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-70ft.,2-90ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5710 0015 X H Index 72.9603 Latitude 36:39:57.65 Longitude -96:18:50.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 20317 Vault Link http://plansrv1/bridgemaintvault/b20317 GIS FO/SD Meets Standards H Inv. Method 22.5 Latitude DD 36.66601389 Longitude DD -96.31391667 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20734 x -10721616.1600102 y 4392655.11480313
20314	1104 0258SX	20314	Cherokee	U.S. 62 EB	ROSS BRANCH CREEK	1104 0258SX	3-90ft. PRESTRESSED CO	1982	35.895139	-94.968733	271.982	37.999	—	3	30	2	35	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8000	2022	5	Unmatched
Raw data OBJECTID 20731 BRKEY 20314 NBI No. 20314 On Under 1 Structure No. 1104 0258SX Control No. 004 Lane Ind. S Milepoint 02580 Facility Carried U.S. 62 EB Feature Intersected ROSS BRANCH CREEK Division 01 County 021 Location 2.5 MI JCT SH 82 Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1982 ADT Total 8000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 35 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 5 - Prestressed Concrete Design 02 Length 271.982 Deck Width 37.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 20314 ODOT County 11 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 3-90ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1104 0258SX H Index 89.7438 Latitude 35:53:42.5 Longitude -94:58:07.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 0 NBI Text 20314 Vault Link http://plansrv1/bridgemaintvault/b20314 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.895139 Longitude DD -94.968733 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20731 x -10571870.9988424 y 4286202.23652093
20313	1104 0258NX	20313	Cherokee	U.S. 62 WB	ROSS BRANCH CREEK	1104 0258NX	3-90ft. PRESTRESSED CO	1982	35.895228	-94.968939	271.982	37.999	—	3	30	2	35	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8000	2022	5	Unmatched
Raw data OBJECTID 20730 BRKEY 20313 NBI No. 20313 On Under 1 Structure No. 1104 0258NX Control No. 004 Lane Ind. N Milepoint 02580 Facility Carried U.S. 62 WB Feature Intersected ROSS BRANCH CREEK Division 01 County 021 Location 2.5 MI N JCT SH 82 Sufficiency 88.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1982 ADT Total 8000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 35 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 5 - Prestressed Concrete Design 02 Length 271.982 Deck Width 37.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 20313 ODOT County 11 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 3-90ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1104 0258NX H Index 90.0684 Latitude 35:53:42.82 Longitude -94:58:08.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62, WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID N NBI Text 20313 Vault Link http://plansrv1/bridgemaintvault/b20313 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.895228 Longitude DD -94.968939 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20730 x -10571893.9306575 y 4286214.46654883
20312	5509 0016 X	20312	Oklahoma	BRYANT AVE.	I-35 UNDER	5509 0016 X	2-105ft. P.C. BEAM SPANS & 34-30 APP SPANS W/ 2-4ft. SIDEWALKS	1982	35.543992	-97.458692	275	36.001	—	2	0	2	26.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.3	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 20729 BRKEY 20312 NBI No. 20312 On Under 1 Structure No. 5509 0016 X Control No. Lane Ind. Milepoint Facility Carried BRYANT AVE. Feature Intersected I-35 UNDER Division 04 County 109 Location 0.1 MI N I-44 Sufficiency 86.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1982 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 13.301 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 275 Deck Width 36.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 91 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 5 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 2003 Min Measured Clearance 1706 NBI Rating 20312 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 3.999 Rt. Curb SW 3.999 Description 2-105ft. P.C. BEAM SPANS & 34-30 APP SPANS W/ 2-4ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5509 0016 X H Index 94.1333 Latitude 35:32:38.37 Longitude -97:27:31.29 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name BRYANT AVE. 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 20312 Vault Link http://plansrv1/bridgemaintvault/b20312 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.543992 Longitude DD -97.458692 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20729 x -10849051.9668185 y 4238055.43286065
20310	6618 1204NX	20310	Rogers	U.S. 412 WB	S.H. 88 & U.P. R.R. UND	6618 1204NX	56FT-70FT-69FT-56FT PCBM	1982	36.16903889	-95.52081667	252.953	51.837	—	4	20	3	48.556	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8150	2022	5	Unmatched
Raw data OBJECTID 20709 BRKEY 20310 NBI No. 20310 On Under 1 Structure No. 6618 1204NX Control No. 018 Lane Ind. N Milepoint 12040 Facility Carried U.S. 412 WB Feature Intersected S.H. 88 & U.P. R.R. UND Division 08 County 131 Location AT JCT US 412 & SH 88 Sufficiency 82.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 48.556 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 1982 ADT Total 8150 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 48.556 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.058 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 252.953 Deck Width 51.837 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 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.7 HS Inv. Rating Method 1 HS Inv. Method 36.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2408 Max Measured Clearance 2900 Min Measured Clearance 2801 NBI Rating 20310 ODOT County 66 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 56FT-70FT-69FT-56FT PCBM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6618 1204NX H Index 96.0794 Latitude 36:10:08.54 Longitude -95:31:14.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 412 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 20310 Vault Link http://plansrv1/bridgemaintvault/b20310 GIS FO/SD FO H Inv. Method 26.4 Latitude DD 36.16903889 Longitude DD -95.52081667 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20709 x -10633328.671862 y 4323905.86058503
20309	6618 1204SX	20309	Rogers	U.S. 412 EB	S.H. 88 & UP R.R. UNDER	6618 1204SX	56FT-70FT-69FT-56FT PCBM	1982	36.16858056	-95.52053889	252.953	51.837	—	4	20	3	48.556	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8050	2022	5	Unmatched
Raw data OBJECTID 20708 BRKEY 20309 NBI No. 20309 On Under 1 Structure No. 6618 1204SX Control No. 018 Lane Ind. S Milepoint 12040 Facility Carried U.S. 412 EB Feature Intersected S.H. 88 & UP R.R. UNDER Division 08 County 131 Location AT JCT US 412 & SH 88 Sufficiency 82.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 48.556 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 1982 ADT Total 8050 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 48.556 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.058 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 252.953 Deck Width 51.837 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 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.7 HS Inv. Rating Method 1 HS Inv. Method 36.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2408 Max Measured Clearance 3011 Min Measured Clearance 3005 NBI Rating 20309 ODOT County 66 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 56FT-70FT-69FT-56FT PCBM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6618 1204SX H Index 94.3772 Latitude 36:10:06.89 Longitude -95:31:13.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 412 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 20309 Vault Link http://plansrv1/bridgemaintvault/b20309 GIS FO/SD FO H Inv. Method 26.4 Latitude DD 36.16858056 Longitude DD -95.52053889 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20708 x -10633297.7495339 y 4323842.65952143
20308	5509 0066 X	20308	Oklahoma	WILSHIRE BLVD.	I-35 UNDER	5509 0066 X	2-93ft. P.C. BM. SPANS W/ 33ft. APP. SPANS SK. 77 DEG.03ft.15ft. W/ 2-4ft. S/W	1982	35.550986	-97.45665	253.002	96.001	—	2	13	6	85.997	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 20707 BRKEY 20308 NBI No. 20308 On Under 1 Structure No. 5509 0066 X Control No. Lane Ind. Milepoint Facility Carried WILSHIRE BLVD. Feature Intersected I-35 UNDER Division 04 County 109 Location 0.6 MI N I-44 Sufficiency 98.7 Kind Hwy 5 Level Service 1 Route No. 09600 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 85.997 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1982 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 13 No. Main Spans 2 Road Width 85.997 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 20 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 75.997 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 253.002 Deck Width 96.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1710 Min Measured Clearance 1700 NBI Rating 20308 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 3.999 Rt. Curb SW 3.999 Description 2-93ft. P.C. BM. SPANS W/ 33ft. APP. SPANS SK. 77 DEG.03ft.15ft. W/ 2-4ft. S/W Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5509 0066 X H Index 96.3053 Latitude 35:33:03.55 Longitude -97:27:23.94 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name WILSHIRE BLVD (FAU 9600) 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 20308 Vault Link http://plansrv1/bridgemaintvault/b20308 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.550986 Longitude DD -97.45665 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20707 x -10848824.6524183 y 4239012.33558013
20307	0703 1596 X	20307	Bryan	S.H. 22	U.S. 69 UNDER	0703 1596 X	(2) 114ft. CONTINUOUS PLATE GIRDER SK 12 DEG.	1982	34.13194444	-96.27388889	230	35	—	2	12	2	32.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 20706 BRKEY 20307 NBI No. 20307 On Under 1 Structure No. 0703 1596 X Control No. Lane Ind. Milepoint Facility Carried S.H. 22 Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 15.96 N JCT US-69 BUS Sufficiency 84 Kind Hwy 3 Level Service 1 Route No. 00022 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 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 1982 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 30 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 230 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1801 Max Measured Clearance 2009 Min Measured Clearance 1608 NBI Rating 20307 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 114ft. CONTINUOUS PLATE GIRDER SK 12 DEG. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 1596 X H Index 84.2211 Latitude 34:07:55 Longitude -96:16:26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 22 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 034 NBI Text 20307 Vault Link http://plansrv1/bridgemaintvault/b20307 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.13194444 Longitude DD -96.27388889 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20706 x -10717160.287923 y 4046532.73054985
20499	7278 0540 X	20499	Tulsa	I-44	W. BR. JOE CREEK	72E0640N3960007	4-12ft.X13ft.X195ft. RCB	1983	36.08966111	-95.94548889	51.001	0	—	4	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	76.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	84700	2022	5	Unmatched
Raw data OBJECTID 20694 BRKEY 20499 NBI No. 20499 On Under 1 Structure No. 7278 0540 X Control No. 078 Lane Ind. Milepoint 05400 Facility Carried I-44 Feature Intersected W. BR. JOE CREEK Division 08 County 143 Location 3.5 MI.E.OF JCT U.S.75 Sufficiency 76.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1983 ADT Total 84700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 47.999 Span Type Main M Material 1 - Concrete Design 19 Length 51.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 135520 Future ADT Year 2042 Bypass Detour 0.5 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 20499 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 3.501 Description 4-12ft.X13ft.X195ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 72E0640N3960007 H Index 88.5167 Latitude 36:05:22.78 Longitude -95:56:43.76 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20499 Vault Link http://plansrv1/bridgemaintvault/b20499 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.08966111 Longitude DD -95.94548889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20694 x -10680602.9671465 y 4312965.62629733
20305	1720 0248 X	20305	Cotton	S.H. 5 B	WEST CACHE CREEK	1720 0248 X	60ft.-90ft.-60ft. PRESTRESSED CONC BM SPANS SK.45 DEG.	1982	34.20916667	-98.33083333	212.927	35	—	3	45	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	120	2022	5	Unmatched
Raw data OBJECTID 20686 BRKEY 20305 NBI No. 20305 On Under 1 Structure No. 1720 0248 X Control No. 020 Lane Ind. Milepoint 02480 Facility Carried S.H. 5 B Feature Intersected WEST CACHE CREEK Division 07 County 033 Location 2.5 MI N JCT US 70 Sufficiency 99.9 Kind Hwy 3 Level Service 1 Route No. 0005B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 24.003 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1982 ADT Total 120 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24.003 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.927 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 192 Future ADT Year 2042 Bypass Detour 16.777022 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 20305 ODOT County 17 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 60ft.-90ft.-60ft. PRESTRESSED CONC BM SPANS SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1720 0248 X H Index 98.8459 Latitude 34:12:33 Longitude -98:19:51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5B 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 20305 Vault Link http://plansrv1/bridgemaintvault/b20305 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 34.20916667 Longitude DD -98.33083333 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20686 x -10946138.2955738 y 4056922.69830976
20303	0703 0853 X	20303	Bryan	URY DR	U.S. 69 UNDER	0703 0853 X	(2) 96ft. PC BEAM SK 19°	1982	34.05111111	-96.35805556	192.999	35	—	2	19	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	100	2022	5	Unmatched
Raw data OBJECTID 20684 BRKEY 20303 NBI No. 20303 On Under 1 Structure No. 0703 0853 X Control No. Lane Ind. Milepoint Facility Carried URY DR Feature Intersected U.S. 69 UNDER Division 02 County 013 Location 8.53 N JCT US-69 BUS Sufficiency 89 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1982 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 19 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 13.501 Underclearance Left 17.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 192.999 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 85 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1702 Min Measured Clearance 1609 NBI Rating 20303 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 96ft. PC BEAM SK 19° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0853 X H Index 97.3723 Latitude 34:03:04 Longitude -96:21:29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name URY DR Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 028 NBI Text 20303 Vault Link http://plansrv1/bridgemaintvault/b20303 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 34.05111111 Longitude DD -96.35805556 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20684 x -10726529.6787692 y 4035667.06591677
20302	3622 1087 X	20302	Kay	S.H. 11	SPRING CREEK	3622 1087 X	3-55ft. PRESTRESSED CONC BM SPANS SK 70 DEG. LF	1982	36.81069167	-97.08655	166.49	45.748	—	3	20	2	42.749	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.4	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 20683 BRKEY 20302 NBI No. 20302 On Under 1 Structure No. 3622 1087 X Control No. 022 Lane Ind. Milepoint 10870 Facility Carried S.H. 11 Feature Intersected SPRING CREEK Division 04 County 071 Location 1.1 MI W JCT US 77 Sufficiency 98.4 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.749 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 1982 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 42.749 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.49 Deck Width 45.748 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20302 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. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. PRESTRESSED CONC BM SPANS SK 70 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 1087 X H Index 97.5167 Latitude 36:48:38.49 Longitude -97:05:11.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 20302 Vault Link http://plansrv1/bridgemaintvault/b20302 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.81069167 Longitude DD -97.08655 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20683 x -10807625.3088757 y 4412752.39423506
20301	6810 0140 X	20301	Sequoyah	U.S. 64	HOG CREEK	6810 0140 X	(3) 55ft. PC BEAM WITH (2) 4ft. SIDEWALKS	1982	35.45481667	-94.76421667	167.001	62.001	—	3	0	4	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.9	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	7400	2022	5	Unmatched
Raw data OBJECTID 20682 BRKEY 20301 NBI No. 20301 On Under 1 Structure No. 6810 0140 X Control No. 010 Lane Ind. Milepoint 01400 Facility Carried U.S. 64 Feature Intersected HOG CREEK Division 01 County 135 Location 1.40 E JCT US-59 Sufficiency 78.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 5 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1982 ADT Total 7400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 167.001 Deck Width 62.001 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 6 Super Rating 7 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.1 HS Inv. Rating Method 3 HS Inv. Method 44.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11840 Future ADT Year 2042 Bypass Detour 3 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 20301 ODOT County 68 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 3.999 Rt. Curb SW 3.999 Description (3) 55ft. PC BEAM WITH (2) 4ft. SIDEWALKS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6810 0140 X H Index 90.4863 Latitude 35:27:17.34 Longitude -94:45:51.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-0140 NBI Text 20301 Vault Link http://plansrv1/bridgemaintvault/b20301 GIS FO/SD Meets Standards H Inv. Method 44.3 Latitude DD 35.45481667 Longitude DD -94.76421667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20682 x -10549104.3451278 y 4225861.9781099
20294	7278 0253NX	20294	Tulsa	I-44	TSU. R.R. UNDER	7278 0253NX	25ft.(30ft.40ft.30ft.CONT)25	1982	36.090275	-95.99568611	150.919	55.118	—	5	18	3	51.998	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33950	2022	5	Unmatched
Raw data OBJECTID 20657 BRKEY 20294 NBI No. 20294 On Under 1 Structure No. 7278 0253NX Control No. 078 Lane Ind. N Milepoint 02530 Facility Carried I-44 Feature Intersected TSU. R.R. UNDER Division 08 County 143 Location 0.5 MI E US 75 Sufficiency 94.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 51.998 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1982 ADT Total 33950 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 5 Road Width 51.998 Ref. Underclearance Rt. R Underclearance Right 9.843 Underclearance Left 23.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 51.998 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 150.919 Deck Width 55.118 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76.3 HS Inv. Rating Method 1 HS Inv. Method 45.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 54320 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2300 Min Measured Clearance 2300 NBI Rating 20294 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 25ft.(30ft.40ft.30ft.CONT)25 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0253NX H Index 90.4067 Latitude 36:05:24.99 Longitude -95:59:44.47 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20294 Vault Link http://plansrv1/bridgemaintvault/b20294 GIS FO/SD Meets Standards H Inv. Method 31.4 Latitude DD 36.090275 Longitude DD -95.99568611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20657 x -10686190.8961161 y 4313050.19319658
20581	3306 0000 X	20581	Jackson	U.S. 283	RED RIVER	3306 0000 X	47.5ft.,38-95ft.,47.5ft. P/S CONC. BEAM SPANS	1983	34.43015	-99.34258333	3707	46	—	38	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.2	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 20653 BRKEY 20581 NBI No. 20581 On Under 1 Structure No. 3306 0000 X Control No. 006 Lane Ind. Milepoint 00000 Facility Carried U.S. 283 Feature Intersected RED RIVER Division 05 County 065 Location OKLA-TEXAS STATE LINE Sufficiency 89.2 Kind Hwy 2 Level Service 1 Route No. 00283 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 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 1983 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 38 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 3707 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 54.680665 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 20581 ODOT County 33 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 47.5ft.,38-95ft.,47.5ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3306 0000 X H Index 95.5011 Latitude 34:25:48.54 Longitude -99:20:33.3 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 283 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 20581 Vault Link http://plansrv1/bridgemaintvault/b20581 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 34.43015 Longitude DD -99.34258333 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20653 x -11058765.7903839 y 4086707.94509796
20580	7278 0269NX	20580	Tulsa	I-44	ELWOOD & ARK. RIV. UNDER	7278 0269NX	22-100ft.,91ft.,100ft. PRE	1983	36.090019	-95.992644	2404	55	—	25	0	3	52	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.7	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33950	2022	5	Unmatched
Raw data OBJECTID 20652 BRKEY 20580 NBI No. 20580 On Under 1 Structure No. 7278 0269NX Control No. 078 Lane Ind. N Milepoint 02690 Facility Carried I-44 Feature Intersected ELWOOD & ARK. RIV. UNDER Division 08 County 143 Location 0.7 MI E UF 75 Sufficiency 85.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 52 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 1983 ADT Total 33950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 25 Road Width 52 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 46 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2404 Deck Width 55 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 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86.6 HS Inv. Rating Method 1 HS Inv. Method 39.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 54320 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1502 Max Measured Clearance 1507 Min Measured Clearance 1505 NBI Rating 20580 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 22-100ft.,91ft.,100ft. PRE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0269NX H Index 96.5284 Latitude 36:05:24.07 Longitude -95:59:33.52 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20580 Vault Link http://plansrv1/bridgemaintvault/b20580 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 36.090019 Longitude DD -95.992644 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20652 x -10685852.24998 y 4313014.92763516
20491	6326 0184 X	20491	Pottawatomie	S.H. 18	CREEK	6326 0184 X	3-15ft.X 14ft.X 84ft. RDY	1983	35.32461389	-96.91230278	68.898	83.99	—	3	45	4	51.837	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	78	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	6800	2022	5	Unmatched
Raw data OBJECTID 20650 BRKEY 20491 NBI No. 20491 On Under 1 Structure No. 6326 0184 X Control No. 026 Lane Ind. Milepoint 01840 Facility Carried S.H. 18 Feature Intersected CREEK Division 03 County 125 Location 1.8 MI E OF US 177 Sufficiency 78 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 51.837 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1983 ADT Total 6800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 51.837 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 56.001 Span Type Main M Material 1 - Concrete Design 19 Length 68.898 Deck Width 83.99 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20491 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-15ft.X 14ft.X 84ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6326 0184 X H Index 98.35 Latitude 35:19:28.61 Longitude -96:54:44.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20491 Vault Link http://plansrv1/bridgemaintvault/b20491 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.32461389 Longitude DD -96.91230278 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20650 x -10788228.1970731 y 4208082.84576892
20291	6016 0872 X	20291	Payne	U.S. 177	BOOMER CREEK	6016 0872 X	3-46ft. PRESTRESSED CONC. BM. SPANS SK 70 DEG. LF	1982	36.11201111	-97.05133611	140.659	68.999	—	3	20	4	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.8	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	14700	2022	5	Unmatched
Raw data OBJECTID 20636 BRKEY 20291 NBI No. 20291 On Under 1 Structure No. 6016 0872 X Control No. 016 Lane Ind. Milepoint 08720 Facility Carried U.S. 177 Feature Intersected BOOMER CREEK Division 04 County 119 Location 0.3 MI S JCT SH 51 Sufficiency 76.8 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 52.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1982 ADT Total 14700 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 140.659 Deck Width 68.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 23520 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20291 ODOT County 60 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 6.001 Rt. Curb SW 6.001 Description 3-46ft. PRESTRESSED CONC. BM. SPANS SK 70 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6016 0872 X H Index 91.8138 Latitude 36:06:43.24 Longitude -97:03:04.81 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 177 (PERKINS RD.) 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 20291 Vault Link http://plansrv1/bridgemaintvault/b20291 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.11201111 Longitude DD -97.05133611 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20636 x -10803705.316572 y 4316044.89396809
20578	5126 0000 X	20578	Muskogee	S.H. 2	S. CANADIAN RIVER	5126 0000 X	4(3-94ft. CONT.)2-70ft.	1983	35.26229444	-95.23717222	1270	42	—	14	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 20632 BRKEY 20578 NBI No. 20578 On Under 1 Structure No. 5126 0000 X Control No. 026 Lane Ind. Milepoint 00000 Facility Carried S.H. 2 Feature Intersected S. CANADIAN RIVER Division 01 County 101 Location HASKELL C/L Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1983 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 14 Road Width 40 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 5 - Prestressed Concrete Design 02 Length 1270 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. 3 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 21.747992 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 20578 ODOT County 51 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(3-94ft. CONT.)2-70ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5126 0000 X H Index 96.5846 Latitude 35:15:44.26 Longitude -95:14:13.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 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 20578 Vault Link http://plansrv1/bridgemaintvault/b20578 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.26229444 Longitude DD -95.23717222 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20632 x -10601753.5161217 y 4199583.28744717
20577	3304 0061NX	20577	Jackson	U.S. 62	SALT FORK RED RIVER	3304 0061NX	60ft.,3-100ft.,4-100ft.,3-100ft., 60ft. P/S CONC. BEAM SPANS	1983	34.63795	-99.41075278	1122.047	41.001	—	12	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 20631 BRKEY 20577 NBI No. 20577 On Under 1 Structure No. 3304 0061NX Control No. 004 Lane Ind. N Milepoint 00610 Facility Carried U.S. 62 Feature Intersected SALT FORK RED RIVER Division 05 County 065 Location 0.6 MI E S.H. 6 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 1983 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 38.002 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 5 - Prestressed Concrete Design 02 Length 1122.047 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20577 ODOT County 33 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 60ft.,3-100ft.,4-100ft.,3-100ft., 60ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 0061NX H Index 90.688 Latitude 34:38:16.62 Longitude -99:24:38.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20577 Vault Link http://plansrv1/bridgemaintvault/b20577 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.63795 Longitude DD -99.41075278 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20631 x -11066354.3788456 y 4114788.19697386
20576	6302 0726 X	20576	Pottawatomie	S.H. 270	N. CANADIAN RIVER	6302 0726 X	8-100ft. PRESTRESSED C	1983	35.391028	-97.040636	801	42	—	8	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 20630 BRKEY 20576 NBI No. 20576 On Under 1 Structure No. 6302 0726 X Control No. 002 Lane Ind. Milepoint 07260 Facility Carried S.H. 270 Feature Intersected N. CANADIAN RIVER Division 03 County 125 Location 0.4 MI E DALE Sufficiency 88 Kind Hwy 3 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1983 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 40 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 5 - Prestressed Concrete Design 02 Length 801 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 98.6 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20576 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6302 0726 X H Index 90.5225 Latitude 35:23:27.7 Longitude -97:02:26.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 270 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 20576 Vault Link http://plansrv1/bridgemaintvault/b20576 GIS FO/SD Meets Standards H Inv. Method 25.2 Latitude DD 35.391028 Longitude DD -97.040636 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20630 x -10802514.1857754 y 4217148.07695211
20574	2602 1372 X	20574	Grady	U.S. 62	WEST BITTER CREEK O'FLOW	2602 1372 X	6-50ft. DOUBLE TEE BM. SPANS	1983	35.04411667	-97.86161389	299.902	41.499	—	6	0	2	40	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4300	2022	5	Unmatched
Raw data OBJECTID 20628 BRKEY 20574 NBI No. 20574 On Under 1 Structure No. 2602 1372 X Control No. 002 Lane Ind. Milepoint 13720 Facility Carried U.S. 62 Feature Intersected WEST BITTER CREEK O'FLOW Division 07 County 051 Location 2.3 MI W SH39 Sufficiency 81.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 9 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 06 - Minor Arterial (Rural) Year Built 1983 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 40 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 5 - Prestressed Concrete Design 04 Length 299.902 Deck Width 41.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 54.700002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20574 ODOT County 26 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 6-50ft. DOUBLE TEE BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 1372 X H Index 96.7511 Latitude 35:02:38.82 Longitude -97:51:41.81 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13-26 NBI Text 20574 Vault Link http://plansrv1/bridgemaintvault/b20574 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.04411667 Longitude DD -97.86161389 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20628 x -10893905.0264427 y 4169878.04063858
20573	0802 0245 X	20573	Caddo	U.S. 62	CACHE CREEK	0802 0245 X	3-100ft. PRESTRESSED CONC. BM. SPANS	1983	34.878825	-98.36915833	301.837	42.999	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.5	Good (7)	Very good (8)	Very good (8)	Very good (8)	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 20627 BRKEY 20573 NBI No. 20573 On Under 1 Structure No. 0802 0245 X Control No. 002 Lane Ind. Milepoint 02450 Facility Carried U.S. 62 Feature Intersected CACHE CREEK Division 07 County 015 Location 2.5 MI N COMANCHE CO Sufficiency 90.5 Kind Hwy 2 Level Service 1 Route No. 00062 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 06 - Minor Arterial (Rural) Year Built 1983 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.03 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 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 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 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 77 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 24.854848 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 20573 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0802 0245 X H Index 89.4045 Latitude 34:52:43.77 Longitude -98:22:08.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 01 NBI Text 20573 Vault Link http://plansrv1/bridgemaintvault/b20573 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 34.878825 Longitude DD -98.36915833 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20627 x -10950404.6150585 y 4147426.11420617
20383	3622 1125 X	20383	Kay	S.H. 11	CREEK	3622 1125 X	3-8ft. X 6ft. X 95ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS	1982	36.8105	-97.07903889	25.351	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 20620 BRKEY 20383 NBI No. 20383 On Under 1 Structure No. 3622 1125 X Control No. 022 Lane Ind. Milepoint 11250 Facility Carried S.H. 11 Feature Intersected CREEK Division 04 County 071 Location .75 MI W OF US 77 Sufficiency 98.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 94.816 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 1982 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 25.351 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20383 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft. X 6ft. X 95ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 1125 X H Index 94.7781 Latitude 36:48:37.8 Longitude -97:04:44.54 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 11 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 20383 Vault Link http://plansrv1/bridgemaintvault/b20383 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.8105 Longitude DD -97.07903889 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20620 x -10806789.1759352 y 4412725.74414965
20382	6302 0760 X	20382	Pottawatomie	S.H. 270	CREEK	6302 0760 X	2-10ft.X 10ft.X 94ft. RDY	1983	35.39070833	-97.03553889	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 20619 BRKEY 20382 NBI No. 20382 On Under 1 Structure No. 6302 0760 X Control No. 002 Lane Ind. Milepoint 07600 Facility Carried S.H. 270 Feature Intersected CREEK Division 03 County 125 Location 0.9 MI E DALE Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.698 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 1983 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20382 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 94ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6302 0760 X H Index 74.2574 Latitude 35:23:26.55 Longitude -97:02:07.94 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 270 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20382 Vault Link http://plansrv1/bridgemaintvault/b20382 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.39070833 Longitude DD -97.03553889 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20619 x -10801946.7780857 y 4217104.42554912
20381	1902 0384 X	20381	Creek	S.H. 66	CREEK	1902 0384 X	2-10ft.X8ft.X156ft. RCB	1983	35.78949444	-96.56303889	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 20618 BRKEY 20381 NBI No. 20381 On Under 1 Structure No. 1902 0384 X Control No. 002 Lane Ind. Milepoint 03840 Facility Carried S.H. 66 Feature Intersected CREEK Division 08 County 037 Location 3.8 MI E LINCOLN C/L Sufficiency 90.9 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1983 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 20 Appr. Roadway Width 43.963 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 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. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20381 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X8ft.X156ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1902 0384 X H Index 98.7308 Latitude 35:47:22.18 Longitude -96:33:46.94 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 66 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20381 Vault Link http://plansrv1/bridgemaintvault/b20381 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.78949444 Longitude DD -96.56303889 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20618 x -10749348.3186859 y 4271694.65688279
20380	3622 0364 X	20380	Kay	S.H. 11	CREEK	3622 0364 X	2-10ft.X 10ft.X 110ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS	1983	36.81118889	-97.21698056	20.83	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 20617 BRKEY 20380 NBI No. 20380 On Under 1 Structure No. 3622 0364 X Control No. 022 Lane Ind. Milepoint 03640 Facility Carried S.H. 11 Feature Intersected CREEK Division 04 County 071 Location 3.6 MI E JCT US 177 Sufficiency 96.4 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1983 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 20.83 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20380 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 110ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0364 X H Index 96.0091 Latitude 36:48:40.28 Longitude -97:13:01.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 11 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 20380 Vault Link http://plansrv1/bridgemaintvault/b20380 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.81118889 Longitude DD -97.21698056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20617 x -10822144.7723988 y 4412821.5287636
20379	3220R0106 X	20379	Hughes	S.H. 31A	HEGWOOD CREEK	3220R0106 X	10ft.-13ft.X10ft.X66ft.	1983	34.854762	-96.090771	20.997	0	—	1	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.9	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	430	2002	5	Unmatched
Raw data OBJECTID 20616 BRKEY 20379 NBI No. 20379 On Under 1 Structure No. 3220R0106 X Control No. 020 Lane Ind. Milepoint 01061 Facility Carried S.H. 31A Feature Intersected HEGWOOD CREEK Division 03 County 063 Location 1.1 MI N JCT SH 31 Sufficiency 99.9 Kind Hwy 3 Level Service 1 Route No. 0031A 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 1983 ADT Total 430 ADT Year 2002 Design Load H 10 Skew 0 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 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. 7 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 54.013 HS Inv. Rating Method 2 HS Inv. Method 39.683 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 688 Future ADT Year 2022 Bypass Detour 3.728227 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 20379 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 10ft.-13ft.X10ft.X66ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3220R0106 X H Index 99.67 Latitude 34:51:17.16 Longitude -96:05:26.77 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 31A Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20379 Vault Link http://plansrv1/bridgemaintvault/b20379 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.854762 Longitude DD -96.090771 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20616 x -10696775.6976531 y 4144161.35447312
20378	5142 0067 X	20378	Muskogee	S.H. 80	SOUTH TOWN CREEK	5142 0067 X	2-10ft.X 8ft.X 100ft.X R.C.B.	1983	35.79160278	-95.246725	25	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	5200	2022	5	Unmatched
Raw data OBJECTID 20615 BRKEY 20378 NBI No. 20378 On Under 1 Structure No. 5142 0067 X Control No. 042 Lane Ind. Milepoint 00670 Facility Carried S.H. 80 Feature Intersected SOUTH TOWN CREEK Division 01 County 101 Location 0.6 MI N JCT US 62 Sufficiency 87.5 Kind Hwy 3 Level Service 1 Route No. 00080 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1983 ADT Total 5200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87.48 HS Inv. Rating Method 1 HS Inv. Method 52.38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8320 Future ADT Year 2042 Bypass Detour 31.689931 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 20378 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 8ft.X 100ft.X R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5142 0067 X H Index 96.53 Latitude 35:47:29.77 Longitude -95:14:48.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 80 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20378 Vault Link http://plansrv1/bridgemaintvault/b20378 GIS FO/SD Meets Standards H Inv. Method 29.11 Latitude DD 35.79160278 Longitude DD -95.246725 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20615 x -10602816.926727 y 4271983.99468059
20286	0824 1036 X	20286	Caddo	S.H. 152	WILLOW CREEK	0824 1036 X	3-45ft. I-BEAM SPANS	1982	35.29071111	-98.44016111	134.843	42.001	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 20613 BRKEY 20286 NBI No. 20286 On Under 1 Structure No. 0824 1036 X Control No. 024 Lane Ind. Milepoint 10360 Facility Carried S.H. 152 Feature Intersected WILLOW CREEK Division 07 County 015 Location 7.4 MI E JCT SH 58 Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1982 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 134.843 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64 HS Inv. Rating Method 3 HS Inv. Method 49 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 45.981468 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 20286 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-45ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0824 1036 X H Index 93.4968 Latitude 35:17:26.56 Longitude -98:26:24.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 75 NBI Text 20286 Vault Link http://plansrv1/bridgemaintvault/b20286 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 35.29071111 Longitude DD -98.44016111 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20613 x -10958308.608373 y 4203458.13812806
20285	1902 0180 X	20285	Creek	S.H. 66	CAMP CREEK	1902 0180 X	3-45ft. PCB SPANS	1982	35.76923333	-96.58705833	134.843	45.604	—	3	0	2	42.651	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.7	Good (7)	Good (7)	Very good (8)	Good (7)	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 20612 BRKEY 20285 NBI No. 20285 On Under 1 Structure No. 1902 0180 X Control No. 002 Lane Ind. Milepoint 01800 Facility Carried S.H. 66 Feature Intersected CAMP CREEK Division 08 County 037 Location 1.8 MI E LINCOLN C/L Sufficiency 89.7 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.651 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 1982 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.651 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.963 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 134.843 Deck Width 45.604 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20285 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-45ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1902 0180 X H Index 98.5934 Latitude 35:46:09.24 Longitude -96:35:13.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20285 Vault Link http://plansrv1/bridgemaintvault/b20285 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.76923333 Longitude DD -96.58705833 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20612 x -10752022.1505158 y 4268914.51697644
20570	3304 0211NX	20570	Jackson	U.S. 62	BITTER CREEK	3304 0211NX	3-80ft. P/S CONC. BEAM SPANS	1983	34.6379	-99.38460833	242.126	41.001	—	8	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 20606 BRKEY 20570 NBI No. 20570 On Under 1 Structure No. 3304 0211NX Control No. 004 Lane Ind. N Milepoint 02110 Facility Carried U.S. 62 Feature Intersected BITTER CREEK Division 05 County 065 Location 2.1 MI. E. S.H. 6 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 1983 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.126 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 60 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20570 ODOT County 33 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 3-80ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 0211NX H Index 90.0229 Latitude 34:38:16.44 Longitude -99:23:04.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20570 Vault Link http://plansrv1/bridgemaintvault/b20570 GIS FO/SD Meets Standards H Inv. Method 42 Latitude DD 34.6379 Longitude DD -99.38460833 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20606 x -11063443.9919845 y 4114781.43197271
20568	7408 0372 X	20568	Washington	U.S. 75	COON CREEK	7408 0372 X	3-70ft. PRESTRESSED CO	1983	36.78215556	-95.93519167	210	71	—	3	0	4	69	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	14700	2022	5	Unmatched
Raw data OBJECTID 20604 BRKEY 20568 NBI No. 20568 On Under 1 Structure No. 7408 0372 X Control No. 008 Lane Ind. Milepoint 03720 Facility Carried U.S. 75 Feature Intersected COON CREEK Division 08 County 147 Location 3 MI N JCT US 60 E Sufficiency 94.5 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 69 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 1983 ADT Total 14700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 69 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 62 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 71 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 5 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 55.4 HS Inv. Rating Method 3 HS Inv. Method 39.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 23520 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20568 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7408 0372 X H Index 95.3118 Latitude 36:46:55.76 Longitude -95:56:06.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20568 Vault Link http://plansrv1/bridgemaintvault/b20568 GIS FO/SD Meets Standards H Inv. Method 39.8 Latitude DD 36.78215556 Longitude DD -95.93519167 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20604 x -10679456.6858595 y 4408785.42466575
20567	2602 1566 X	20567	Grady	U.S. 62	EAST BITTER CREEK O'FLOW	2602 1566 X	4-50ft. DOUBLE TEE BM. SPANS	1983	35.04413056	-97.82796944	200.098	41.499	—	4	0	2	40	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4300	2022	5	Unmatched
Raw data OBJECTID 20603 BRKEY 20567 NBI No. 20567 On Under 1 Structure No. 2602 1566 X Control No. 002 Lane Ind. Milepoint 15660 Facility Carried U.S. 62 Feature Intersected EAST BITTER CREEK O'FLOW Division 07 County 051 Location 0.3 MI W SH39 Sufficiency 81.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 9 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 06 - Minor Arterial (Rural) Year Built 1983 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 04 Length 200.098 Deck Width 41.499 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 8 Sub Rating 7 Chan. Rating 8 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 63 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 54.700002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20567 ODOT County 26 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 4-50ft. DOUBLE TEE BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 1566 X H Index 98.8602 Latitude 35:02:38.87 Longitude -97:49:40.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15-26 NBI Text 20567 Vault Link http://plansrv1/bridgemaintvault/b20567 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.04413056 Longitude DD -97.82796944 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20603 x -10890159.7434007 y 4169879.92925306
20838	7308 0610WX	20838	Wagoner	U.S. 69	FLAT ROCK CREEK	7308 0610WX	3-60ft. PRESTRESSED CO	1984	36.042772	-95.367231	180.118	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Satisfactory (6)	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	4950	2022	5	Unmatched
Raw data OBJECTID 20593 BRKEY 20838 NBI No. 20838 On Under 1 Structure No. 7308 0610WX Control No. 008 Lane Ind. W Milepoint 06100 Facility Carried U.S. 69 Feature Intersected FLAT ROCK CREEK Division 01 County 145 Location 6.1 MI N JCT SH 51 Sufficiency 94 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 4950 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 46.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 180.118 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.5 HS Inv. Rating Method 1 HS Inv. Method 45.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 20838 ODOT County 73 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 3-60ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7308 0610WX H Index 90.3532 Latitude 36:02:33.98 Longitude -95:22:02.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20838 Vault Link http://plansrv1/bridgemaintvault/b20838 GIS FO/SD Meets Standards H Inv. Method 36.6 Latitude DD 36.042772 Longitude DD -95.367231 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20593 x -10616231.5932845 y 4306508.33043756
20837	4904 0467EX	20837	Mayes	U.S. 69	UP R.R. UNDER	4904 0467EX	3-62ft. PRESTRESSED CO	1984	36.37281111	-95.29474722	189.501	41.001	—	3	45	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5200	2022	5	Unmatched
Raw data OBJECTID 20592 BRKEY 20837 NBI No. 20837 On Under 1 Structure No. 4904 0467EX Control No. 004 Lane Ind. E Milepoint 04670 Facility Carried U.S. 69 Feature Intersected UP R.R. UNDER Division 08 County 097 Location 4.9 MI N S.H.20 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 5200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 16.099 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 189.501 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8320 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance 2207 NBI Rating 20837 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-62ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4904 0467EX H Index 100 Latitude 36:22:22.12 Longitude -95:17:41.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 20837 Vault Link http://plansrv1/bridgemaintvault/b20837 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 36.37281111 Longitude DD -95.29474722 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20592 x -10608162.7358041 y 4352041.60849579
20743	0932 0621 X	20743	Canadian	S.H. 37	BOGGY CREEK	0932 0621 X	(13ft.-17ft.-13ft.)X 9ft.X 48ft. R.C.BOX SK 30 DEG.	1984	35.420069	-98.230019	53.15	47.999	—	3	30	2	47.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	330	2022	5	Unmatched
Raw data OBJECTID 20588 BRKEY 20743 NBI No. 20743 On Under 1 Structure No. 0932 0621 X Control No. 032 Lane Ind. Milepoint 06210 Facility Carried S.H. 37 Feature Intersected BOGGY CREEK Division 07 County 017 Location 6.3 MI.S.E.CADDO CL Sufficiency 99.3 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 47.999 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 1984 ADT Total 330 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 47.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 53.15 Deck Width 47.999 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 528 Future ADT Year 2042 Bypass Detour 26.09759 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 20743 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 9ft.X 48ft. R.C.BOX SK 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0932 0621 X H Index 96.28 Latitude 35:25:12.25 Longitude -98:13:48.07 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 37 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 108 NBI Text 20743 Vault Link http://plansrv1/bridgemaintvault/b20743 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.420069 Longitude DD -98.230019 ODOT County Number 9 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20588 x -10934915.6956936 y 4221114.389883
20836	0822 0080 X	20836	Caddo	S.H. 37	BUGGY CREEK	0822 0080 X	4-45ft. DOUBLE TEE BM SPANS SK 30 DEG.	1984	35.36514167	-98.13123611	180.118	34.701	—	4	30	2	32.999	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Fair (5)	Very good (8)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	480	2022	5	Unmatched
Raw data OBJECTID 20573 BRKEY 20836 NBI No. 20836 On Under 1 Structure No. 0822 0080 X Control No. 022 Lane Ind. Milepoint 00800 Facility Carried S.H. 37 Feature Intersected BUGGY CREEK Division 07 County 015 Location .8 MI S CANADIAN C/L Sufficiency 87.9 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.999 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 1984 ADT Total 480 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 32.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 04 Length 180.118 Deck Width 34.701 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 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.3 HS Inv. Rating Method 1 HS Inv. Method 35.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 26.09759 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 20836 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. 6 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-45ft. DOUBLE TEE BM SPANS SK 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0822 0080 X H Index 95.5155 Latitude 35:21:54.51 Longitude -98:07:52.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 37 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 65 NBI Text 20836 Vault Link http://plansrv1/bridgemaintvault/b20836 GIS FO/SD Meets Standards H Inv. Method 27.1 Latitude DD 35.36514167 Longitude DD -98.13123611 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20573 x -10923919.2346797 y 4213613.8210194
20833	7506 0542EX	20833	Washita	U.S. 183	BOGGY CREEK O'FLOW	7506 0542EX	4-40ft. P/S DBL. TEE BEAM SPANS	1984	35.36631111	-98.97596111	160.105	42.001	—	40	0	2	40	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1800	2022	5	Unmatched
Raw data OBJECTID 20570 BRKEY 20833 NBI No. 20833 On Under 1 Structure No. 7506 0542EX Control No. 006 Lane Ind. E Milepoint 05420 Facility Carried U.S. 183 Feature Intersected BOGGY CREEK O'FLOW Division 05 County 149 Location 5.1 MI N JCT S.H. 152 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 1800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 40 Road Width 40 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 5 - Prestressed Concrete Design 04 Length 160.105 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.6 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20833 ODOT County 75 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-40ft. P/S DBL. TEE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7506 0542EX H Index 99.1105 Latitude 35:21:58.72 Longitude -98:58:33.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20833 Vault Link http://plansrv1/bridgemaintvault/b20833 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 35.36631111 Longitude DD -98.97596111 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20570 x -11017953.59154 y 4213773.46000042
20827	7308 0073WX	20827	Wagoner	U.S. 69	U.P. R.R. UNDER	7308 0073WX	46ft.-64ft.-46ft. PRESTRES	1984	35.969078	-95.389031	159.121	41.001	—	3	23	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6450	2022	5	Unmatched
Raw data OBJECTID 20546 BRKEY 20827 NBI No. 20827 On Under 1 Structure No. 7308 0073WX Control No. 008 Lane Ind. W Milepoint 00730 Facility Carried U.S. 69 Feature Intersected U.P. R.R. UNDER Division 01 County 145 Location 0.7 MI N JCT. SH 51 Sufficiency 82.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 6450 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 17.3 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 159.121 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 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 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 61.3 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10320 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 2303 Min Measured Clearance 2303 NBI Rating 20827 ODOT County 73 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 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 46ft.-64ft.-46ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7308 0073WX H Index 88.5739 Latitude 35:58:08.68 Longitude -95:23:20.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 20827 Vault Link http://plansrv1/bridgemaintvault/b20827 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 35.969078 Longitude DD -95.389031 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20546 x -10618658.3581838 y 4296367.3862814
20826	0324 0068 X	20826	Atoka	S.H. 3B	SAND CREEK	0324 0068 X	(3) 50ft. PC BEAM SK 30°	1984	34.38480278	-96.14538889	152.001	53.999	—	3	30	4	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3500	2022	5	Unmatched
Raw data OBJECTID 20545 BRKEY 20826 NBI No. 20826 On Under 1 Structure No. 0324 0068 X Control No. 024 Lane Ind. Milepoint 00680 Facility Carried S.H. 3B Feature Intersected SAND CREEK Division 02 County 005 Location 0.68 N JCT SH-7 Sufficiency 81.7 Kind Hwy 3 Level Service 1 Route No. 0003B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 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 1984 ADT Total 3500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.001 Deck Width 53.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.8 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20826 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. 1 DK Surf. Type 1 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (3) 50ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0324 0068 X H Index 91.1545 Latitude 34:23:05.29 Longitude -96:08:43.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 85 NBI Text 20826 Vault Link http://plansrv1/bridgemaintvault/b20826 GIS FO/SD Meets Standards H Inv. Method 24.3 Latitude DD 34.38480278 Longitude DD -96.14538889 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20545 x -10702855.7333561 y 4080589.41617622
20823	3904 1925 X	20823	Latimer	U.S. 270	TURKEY CREEK	3904 1925 X	(3) 45ft. PC BEAM	1984	34.94910278	-94.99054722	137.001	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1700	2022	5	Unmatched
Raw data OBJECTID 20524 BRKEY 20823 NBI No. 20823 On Under 1 Structure No. 3904 1925 X Control No. 004 Lane Ind. Milepoint 19250 Facility Carried U.S. 270 Feature Intersected TURKEY CREEK Division 02 County 077 Location 19.25 E JCT SH-2 Sufficiency 89.3 Kind Hwy 2 Level Service 1 Route No. 00270 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 06 - Minor Arterial (Rural) Year Built 1984 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 137.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 2720 Future ADT Year 2042 Bypass Detour 54.680665 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 20823 ODOT County 39 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 1 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (3) 45ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3904 1925 X H Index 100 Latitude 34:56:56.77 Longitude -94:59:25.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 011 NBI Text 20823 Vault Link http://plansrv1/bridgemaintvault/b20823 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.94910278 Longitude DD -94.99054722 ODOT County Number 39 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20524 x -10574299.3467048 y 4156966.56451131
20819	7506 0523EX	20819	Washita	U.S. 183	BOGGY CREEK	7506 0523EX	3-40ft. P/S DBL. TEE BEAM SPANS	1984	35.36366389	-98.97596389	120.079	42.001	—	3	0	2	40	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1800	2022	5	Unmatched
Raw data OBJECTID 20520 BRKEY 20819 NBI No. 20819 On Under 1 Structure No. 7506 0523EX Control No. 006 Lane Ind. E Milepoint 05230 Facility Carried U.S. 183 Feature Intersected BOGGY CREEK Division 05 County 149 Location 5.0 MI N JCT S.H. 152 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 1800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 04 Length 120.079 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.6 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20819 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. P/S DBL. TEE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7506 0523EX H Index 93.5717 Latitude 35:21:49.19 Longitude -98:58:33.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 7 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20819 Vault Link http://plansrv1/bridgemaintvault/b20819 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 35.36366389 Longitude DD -98.97596389 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20520 x -11017953.9010082 y 4213412.09418827
20629	5509 0464 X	20629	Oklahoma	I-35 / SOONER RD	CREEK	5509 0464 X	2-10ft. X 8ft. X 1260ft. R.C. BOX	1984	35.60220556	-97.42525833	22.999	0	—	2	0	12	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	59	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	66900	2022	5	Unmatched
Raw data OBJECTID 20510 BRKEY 20629 NBI No. 20629 On Under 1 Structure No. 5509 0464 X Control No. 009 Lane Ind. Milepoint 04640 Facility Carried I-35 / SOONER RD Feature Intersected CREEK Division 04 County 109 Location 4.6 MI N I-35 & I-44 Sufficiency 59 Kind Hwy 1 Level Service 1 Route No. 00035 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 11 - Principal Arterial Interstate (Rural) Year Built 1984 ADT Total 66900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 12 Fill RCB 20 Appr. Roadway Width 118.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 107040 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 20629 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 8ft. X 1260ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5509 0464 X H Index 84.9741 Latitude 35:36:07.94 Longitude -97:25:30.93 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35, SOONER ROAD Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 20629 Vault Link http://plansrv1/bridgemaintvault/b20629 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.60220556 Longitude DD -97.42525833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20510 x -10845330.1476987 y 4246022.62203257
20818	3119 0010 X	20818	Haskell	S.H. 82	TURKEY CREEK	3119 0010 X	3 - 40ft. DBL TEE BEAMS	1984	35.106375	-95.10367222	120.098	34.902	—	3	0	2	32.999	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	610	2022	5	Unmatched
Raw data OBJECTID 20501 BRKEY 20818 NBI No. 20818 On Under 1 Structure No. 3119 0010 X Control No. 019 Lane Ind. Milepoint 00100 Facility Carried S.H. 82 Feature Intersected TURKEY CREEK Division 01 County 061 Location 0.1 NE JCT SH-31 Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.999 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 1984 ADT Total 610 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 04 Length 120.098 Deck Width 34.902 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 6 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 976 Future ADT Year 2042 Bypass Detour 24.233476 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 20818 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 - 40ft. DBL TEE BEAMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3119 0010 X H Index 95.5445 Latitude 35:06:22.95 Longitude -95:06:13.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19-0010 NBI Text 20818 Vault Link http://plansrv1/bridgemaintvault/b20818 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.106375 Longitude DD -95.10367222 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20501 x -10586892.3641008 y 4178346.49449664
20718	0602 1216 X	20718	Blaine	U.S. 270	CREEK	0602 1216 X	3-10ft.X3ft.X71ft. RDY. R.C.B., SK. 45 DEG. L.F.	1984	35.841125	-98.43186667	46.001	73.002	—	3	45	4	71.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5100	2022	5	Unmatched
Raw data OBJECTID 20491 BRKEY 20718 NBI No. 20718 On Under 1 Structure No. 0602 1216 X Control No. 002 Lane Ind. Milepoint 12160 Facility Carried U.S. 270 Feature Intersected CREEK Division 05 County 011 Location 12.1 MI E DEWEY C/L Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 71.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1984 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 71.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 48.002 Span Type Main M Material 1 - Concrete Design 19 Length 46.001 Deck Width 73.002 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.667 HS Inv. Rating Method 1 HS Inv. Method 42.99 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 20718 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X3ft.X71ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0602 1216 X H Index 94.06 Latitude 35:50:28.05 Longitude -98:25:54.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 20718 Vault Link http://plansrv1/bridgemaintvault/b20718 GIS FO/SD Meets Standards H Inv. Method 23.92 Latitude DD 35.841125 Longitude DD -98.43186667 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20491 x -10957385.2755358 y 4278782.3803801