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
17449	5032 0650 X	17449	Murray	I-35	LICK BRANCH CREEK	5032 0650 X	(4) 15ft. X 12ft. X 302ft. RCB WITH 2ft. ADDITIONAL CURTAIN WALLS	1969	34.46392778	-97.14724167	63.976	0	—	4	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	62.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	25600	2022	5	Unmatched
Raw data OBJECTID 17753 BRKEY 17449 NBI No. 17449 On Under 1 Structure No. 5032 0650 X Control No. 032 Lane Ind. Milepoint 06500 Facility Carried I-35 Feature Intersected LICK BRANCH CREEK Division 07 County 099 Location 6.5 MI N CARTER C/L Sufficiency 62.6 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 25600 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 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 63.976 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 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 N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.8 HS Inv. Rating Method 1 HS Inv. Method 26.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40960 Future ADT Year 2042 Bypass Detour 6.835083 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 17449 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (4) 15ft. X 12ft. X 302ft. RCB WITH 2ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0650 X H Index 98.01 Latitude 34:27:50.14 Longitude -97:08:50.07 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 112 NBI Text 17449 Vault Link http://plansrv1/bridgemaintvault/b17449 GIS FO/SD Meets Standards H Inv. Method 17.9 Latitude DD 34.46392778 Longitude DD -97.14724167 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17753 x -10814381.4746755 y 4091267.61059145
17355	5542R0470 X	17355	Oklahoma	NW 50TH ST.	I-235 / CREEK/ RR./ RAMP	5542 0470 X	40ft.-50ft.-55ft.-56ft.-60ft.-60ft.- 50ft.-35ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS	1968	35.52231944	-97.51707222	477.999	62.001	—	9	24	4	52.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.5	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2016	5	Unmatched
Raw data OBJECTID 17748 BRKEY 17355 NBI No. 17355 On Under 1 Structure No. 5542R0470 X Control No. Lane Ind. Milepoint Facility Carried NW 50TH ST. Feature Intersected I-235 / CREEK/ RR./ RAMP Division 04 County 109 Location 4.7 MI N OF I-40 Sufficiency 68.5 Kind Hwy 5 Level Service 1 Route No. 09560 Service Type On 5 Service Type Off 8 Vertical Clearance Y Horizontal Clearance 52.001 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 1968 ADT Total 5000 ADT Year 2016 Design Load HS 20 Skew 24 No. Main Spans 9 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 477.999 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 5 Super Rating 5 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.076 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2036 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 2401 Min Measured Clearance 1901 NBI Rating 17355 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 3.999 Rt. Curb SW 3.999 Description 40ft.-50ft.-55ft.-56ft.-60ft.-60ft.- 50ft.-35ft. I-BM. SPANS WITH 2-4ft. SIDEWALKS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5542 0470 X H Index 72.0762 Latitude 35:31:20.35 Longitude -97:31:01.46 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name NW 50TH ST. 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 17355 Vault Link http://plansrv1/bridgemaintvault/b17355 GIS FO/SD Meets Standards H Inv. Method 28.55 Latitude DD 35.52231944 Longitude DD -97.51707222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 17748 x -10855550.8231813 y 4235090.77371389
17354	3510 0444 X	17354	Johnston	S.H. 1	WASHITA RIVER O'FLOW	3510 0444 X	11-40 ft. I-BM. SPANS WITH 18 in. SAFETY CURBS	1968	34.22163611	-96.80215278	440.945	34.777	—	11	0	2	29.856	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.7	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 17747 BRKEY 17354 NBI No. 17354 On Under 1 Structure No. 3510 0444 X Control No. 010 Lane Ind. Milepoint 04440 Facility Carried S.H. 1 Feature Intersected WASHITA RIVER O'FLOW Division 03 County 069 Location 4.1 MI N MARSHALL CO Sufficiency 84.7 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 29.856 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 1968 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 11 Road Width 29.856 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 440.945 Deck Width 34.777 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 6 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 21.747992 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17354 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 11-40 ft. I-BM. SPANS WITH 18 in. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3510 0444 X H Index 81.3404 Latitude 34:13:17.89 Longitude -96:48:07.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 1 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 17354 Vault Link http://plansrv1/bridgemaintvault/b17354 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.22163611 Longitude DD -96.80215278 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17747 x -10775966.3551623 y 4058601.3079064
17353	6425T1060 X	17353	Pushmataha	IND. NATION TP	TEN MILE CREEK NO. 1	6425T1060 X	4-100ft. PC BM SPANS	1968	34.28464167	-95.68695556	401.903	73.999	—	4	0	4	68.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.6	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3900	2022	5	Unmatched
Raw data OBJECTID 17746 BRKEY 17353 NBI No. 17353 On Under 1 Structure No. 6425T1060 X Control No. 025 Lane Ind. Milepoint 10600 Facility Carried IND. NATION TP Feature Intersected TEN MILE CREEK NO. 1 Division 02 County 127 Location 84.33 MI'S S. JCT I-40 Sufficiency 94.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 68.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 401.903 Deck Width 73.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.7 HS Inv. Rating Method 1 HS Inv. Method 48.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17353 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-100ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T1060 X H Index 97.4671 Latitude 34:17:04.71 Longitude -95:41:13.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 84.33 NBI Text 17353 Vault Link http://plansrv1/bridgemaintvault/b17353 GIS FO/SD Meets Standards H Inv. Method 42.7 Latitude DD 34.28464167 Longitude DD -95.68695556 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17746 x -10651823.1684978 y 4067086.78596305
17352	6135T0650 X	17352	Pittsburg	IND. NATION TP	BRUSHY CREEK	6135T0650 X	4-100ft. PC BM SPANS	1968	34.68645278	-95.75151389	402.887	73.999	—	4	20	4	67.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.6	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 17745 BRKEY 17352 NBI No. 17352 On Under 1 Structure No. 6135T0650 X Control No. 035 Lane Ind. Milepoint 06500 Facility Carried IND. NATION TP Feature Intersected BRUSHY CREEK Division 02 County 121 Location 54.16 MI'S S. JCT I-40 Sufficiency 94.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 33.501 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 67.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.887 Deck Width 73.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N 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 73.1 HS Inv. Rating Method 1 HS Inv. Method 43.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17352 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-100ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6135T0650 X H Index 99.5158 Latitude 34:41:11.23 Longitude -95:45:05.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 54.16 NBI Text 17352 Vault Link http://plansrv1/bridgemaintvault/b17352 GIS FO/SD Meets Standards H Inv. Method 43.9 Latitude DD 34.68645278 Longitude DD -95.75151389 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17745 x -10659009.7689199 y 4121352.54663567
17351	3510 0418 X	17351	Johnston	S.H. 1	WASHITA RIVER	3510 0418 X	4-100ft. CONT. PLATE GIRDER SPANS WITH 18ft. SAFETY CURBS	1968	34.217903	-96.802153	401.9	35	—	4	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.5	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 17744 BRKEY 17351 NBI No. 17351 On Under 1 Structure No. 3510 0418 X Control No. 010 Lane Ind. Milepoint 04180 Facility Carried S.H. 1 Feature Intersected WASHITA RIVER Division 03 County 069 Location 3.9 MI N MARSHALL CO Sufficiency 70.5 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 401.9 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 4 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 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 _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17351 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 4-100ft. CONT. PLATE GIRDER SPANS WITH 18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3510 0418 X H Index 92.3355 Latitude 34:13:04.45 Longitude -96:48:07.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 1 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17351 Vault Link http://plansrv1/bridgemaintvault/b17351 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 34.217903 Longitude DD -96.802153 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17744 x -10775966.3796526 y 4058098.73849284
17538	0504 1628 X	17538	Beckham	I-40 WB	S.H. 34 NB UNDER	0504 1628NX	62ft.-81ft.-48ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. L.F.	1969	35.41750556	-99.37306667	193.898	40	—	3	55	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.4	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14300	2022	5	Unmatched
Raw data OBJECTID 17737 BRKEY 17538 NBI No. 17538 On Under 1 Structure No. 0504 1628 X Control No. 004 Lane Ind. Milepoint 16280 Facility Carried I-40 WB Feature Intersected S.H. 34 NB UNDER Division 05 County 009 Location EAST EDGE OF ELK CITY Sufficiency 93.4 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 14300 ADT Year 2022 Design Load HS 20 Skew 55 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 11.801 Underclearance Left 7.598 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 193.898 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22880 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1711 Min Measured Clearance 1604 NBI Rating 17538 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 62ft.-81ft.-48ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0504 1628NX H Index 76.721 Latitude 35:25:03.02 Longitude -99:22:23.04 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17538 Vault Link http://plansrv1/bridgemaintvault/b17538 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.41750556 Longitude DD -99.37306667 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17737 x -11062159.1802704 y 4220764.22716685
17537	4520 0517 X	17537	McCurtain	S.H. 259A	MOUNTAIN FORK RIVER	4520 0517 X	(2) 18ft. - (7) 23ft. CONCRETE SLAB	1969	34.13770556	-94.68808611	199.101	30	—	9	0	2	27.999	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.9	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	720	2022	5	Unmatched
Raw data OBJECTID 17736 BRKEY 17537 NBI No. 17537 On Under 1 Structure No. 4520 0517 X Control No. 020 Lane Ind. Milepoint 05170 Facility Carried S.H. 259A Feature Intersected MOUNTAIN FORK RIVER Division 02 County 089 Location 5.2 E JCT US-259 Sufficiency 76.9 Kind Hwy 3 Level Service 1 Route No. 0259A Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 720 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 9 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 1 - Concrete Design 01 Length 199.101 Deck Width 30 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 40.014 HS Inv. Rating Method 2 HS Inv. Method 19.952 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1152 Future ADT Year 2042 Bypass Detour 6.835083 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17537 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 18ft. - (7) 23ft. CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4520 0517 X H Index 96.359 Latitude 34:08:15.74 Longitude -94:41:17.11 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 259A Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 64 NBI Text 17537 Vault Link http://plansrv1/bridgemaintvault/b17537 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.13770556 Longitude DD -94.68808611 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17736 x -10540629.5299548 y 4047307.54014166
17536	6425T0340 X	17536	Pushmataha	IND. NATION TP	U.S. 271 UNDER	6425T0340 X	60ft. - 77ft. - 60ft. PC BEAM SK 38°	1969	34.20545	-95.62258889	197.001	73.999	—	3	38	4	68.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 17735 BRKEY 17536 NBI No. 17536 On Under 1 Structure No. 6425T0340 X Control No. 025 Lane Ind. Milepoint 03400 Facility Carried IND. NATION TP Feature Intersected U.S. 271 UNDER Division 02 County 127 Location 3.40 N CHOCTAW C/L Sufficiency 84.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 38 No. Main Spans 3 Road Width 68.999 Ref. Underclearance Rt. H Underclearance Right 7.5 Underclearance Left 7.5 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 87.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.001 Deck Width 73.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 40.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1601 Min Measured Clearance 1510 NBI Rating 17536 ODOT County 64 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft. - 77ft. - 60ft. PC BEAM SK 38° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T0340 X H Index 97.9115 Latitude 34:12:19.62 Longitude -95:37:21.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name IND. NATION TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 91.02 NBI Text 17536 Vault Link http://plansrv1/bridgemaintvault/b17536 GIS FO/SD Meets Standards H Inv. Method 35.6 Latitude DD 34.20545 Longitude DD -95.62258889 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17735 x -10644657.9035693 y 4056422.41611647
17535	0703 0377EX	17535	Bryan	U.S. 69 NB	W ARKANSAS ST & K R.R.	0703 0377EX	45ft. - (2) 52ft. - 45ft. CONTINUOUS I-BEAM SK 12 DEG.	1969	33.996758	-96.404933	196	40	—	4	12	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.3	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	11450	2022	5	Unmatched
Raw data OBJECTID 17734 BRKEY 17535 NBI No. 17535 On Under 1 Structure No. 0703 0377EX Control No. 003 Lane Ind. E Milepoint 03770 Facility Carried U.S. 69 NB Feature Intersected W ARKANSAS ST & K R.R. Division 02 County 013 Location 3.77 N JCT US-69 BUS Sufficiency 76.3 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1969 ADT Total 11450 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 2.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 4 - Steel Continuous Design 02 Length 196 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 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 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2207 Min Measured Clearance 2109 NBI Rating 17535 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft. - (2) 52ft. - 45ft. CONTINUOUS I-BEAM SK 12 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0377EX H Index 89.8908 Latitude 33:59:48.33 Longitude -96:24:17.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 013 NBI Text 17535 Vault Link http://plansrv1/bridgemaintvault/b17535 GIS FO/SD FO H Inv. Method 19 Latitude DD 33.996758 Longitude DD -96.404933 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17734 x -10731748.0515197 y 4028366.71305038
17534	0703 0377WX	17534	Bryan	U.S. 69 SB	W ARKANSAS ST & K R.R.	0703 0377WX	45ft. - (2) 52ft. - 45ft. CONTINUOUS I-BEAM SK 12 DEG.	1969	33.996372	-96.405589	196	40	—	4	12	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	11400	2022	5	Unmatched
Raw data OBJECTID 17733 BRKEY 17534 NBI No. 17534 On Under 1 Structure No. 0703 0377WX Control No. 003 Lane Ind. W Milepoint 03770 Facility Carried U.S. 69 SB Feature Intersected W ARKANSAS ST & K R.R. Division 02 County 013 Location 3.77 N JCT US-69 BUS Sufficiency 65 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1969 ADT Total 11400 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 2.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 4 - Steel Continuous Design 02 Length 196 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 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 41 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2201 Min Measured Clearance 2008 NBI Rating 17534 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft. - (2) 52ft. - 45ft. CONTINUOUS I-BEAM SK 12 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0377WX H Index 80.6035 Latitude 33:59:46.94 Longitude -96:24:20.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete and Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 014 NBI Text 17534 Vault Link http://plansrv1/bridgemaintvault/b17534 GIS FO/SD FOSD H Inv. Method 18 Latitude DD 33.996372 Longitude DD -96.405589 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17733 x -10731821.0771056 y 4028314.88477695
17444	3419 0807 X	17444	Jefferson	S.H. 89	EAST BRANCH MUD CREEK	3419 0807 X	(13ft. - 17ft. - 13ft.) X 8ft. X 65ft. RCB SKEWED 60 DEGREES	1969	34.28725556	-97.5975	53.15	0	—	3	60	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.4	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	920	2022	5	Unmatched
Raw data OBJECTID 17732 BRKEY 17444 NBI No. 17444 On Under 1 Structure No. 3419 0807 X Control No. 019 Lane Ind. Milepoint 08070 Facility Carried S.H. 89 Feature Intersected EAST BRANCH MUD CREEK Division 07 County 067 Location 7.9 MI N JCT US70 Sufficiency 91.4 Kind Hwy 3 Level Service 1 Route No. 00089 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32 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 1969 ADT Total 920 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 32 Span Type Main M Material 1 - Concrete Design 19 Length 53.15 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.6 HS Inv. Rating Method 1 HS Inv. Method 27.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1472 Future ADT Year 2042 Bypass Detour 23 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 17444 ODOT County 34 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 13ft.) X 8ft. X 65ft. RCB SKEWED 60 DEGREES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3419 0807 X H Index 96.37 Latitude 34:17:14.12 Longitude -97:35:51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 89 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 057 NBI Text 17444 Vault Link http://plansrv1/bridgemaintvault/b17444 GIS FO/SD Meets Standards H Inv. Method 18.1 Latitude DD 34.28725556 Longitude DD -97.5975 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17732 x -10864504.0026965 y 4067438.95742274
17443	3627 0018 X	17443	Kay	U.S. 60 BUS.	BOIS D'ARC CREEK O'FLOW	3627 0018 X	(13ft.-17ft.-13ft.) X 10ft. X 164ft. R.C.BOX SK 30 DEG RF W/ 3ft. CURTAIN WALLS	1969	36.68850278	-97.12151667	52.198	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6500	2022	5	Unmatched
Raw data OBJECTID 17731 BRKEY 17443 NBI No. 17443 On Under 1 Structure No. 3627 0018 X Control No. 027 Lane Ind. Milepoint 00180 Facility Carried U.S. 60 BUS. Feature Intersected BOIS D'ARC CREEK O'FLOW Division 04 County 071 Location 0.4 MI E JCT US 60 Sufficiency 75.5 Kind Hwy 3 Level Service 6 Route No. 0060B Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 75.997 Span Type Main M Material 1 - Concrete Design 19 Length 52.198 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.4 HS Inv. Rating Method 1 HS Inv. Method 27.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 Future ADT Year 2042 Bypass Detour 1.864114 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 17443 ODOT County 36 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 (13ft.-17ft.-13ft.) X 10ft. X 164ft. R.C.BOX SK 30 DEG RF W/ 3ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3627 0018 X H Index 98.618 Latitude 36:41:18.61 Longitude -97:07:17.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 BUS. Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID NBI Text 17443 Vault Link http://plansrv1/bridgemaintvault/b17443 GIS FO/SD Meets Standards H Inv. Method 17.2 Latitude DD 36.68850278 Longitude DD -97.12151667 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17731 x -10811517.7807748 y 4395776.57602262
17349	1626 0616 X	17349	Comanche	S.H. 36	WEST CACHE CREEK	1626 0616 X	(80ft.-100ft.-80ft. CONT.)	1968	34.463044	-98.571494	362	31	—	5	0	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.1	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 17725 BRKEY 17349 NBI No. 17349 On Under 1 Structure No. 1626 0616 X Control No. 026 Lane Ind. Milepoint 06160 Facility Carried S.H. 36 Feature Intersected WEST CACHE CREEK Division 07 County 031 Location 6.2 MI.NE. TILLMAN CL Sufficiency 62.1 Kind Hwy 3 Level Service 1 Route No. 00036 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1968 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 362 Deck Width 31 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 29.204446 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 17349 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description (80ft.-100ft.-80ft. CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1626 0616 X H Index 83.5476 Latitude 34:27:46.96 Longitude -98:34:17.38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 36 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 72-16 NBI Text 17349 Vault Link http://plansrv1/bridgemaintvault/b17349 GIS FO/SD Meets Standards H Inv. Method 16.3 Latitude DD 34.463044 Longitude DD -98.571494 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17725 x -10972928.5188122 y 4091148.28555525
17348	7280 0150NX	17348	Tulsa	U.S. 64 / S.H. 51	U.P. R.R. UNDER	7280 0150NX	3-48ft.,2-44ft.,2-45ft. I-BM. SPANS	1968	36.142986	-95.956758	314.51	57	—	7	0	3	54	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.2	Good (7)	Excellent (9)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	42400	2022	5	Unmatched
Raw data OBJECTID 17724 BRKEY 17348 NBI No. 17348 On Under 1 Structure No. 7280 0150NX Control No. 080 Lane Ind. N Milepoint 01500 Facility Carried U.S. 64 / S.H. 51 Feature Intersected U.P. R.R. UNDER Division 08 County 143 Location 1.0 MI E PEORIA AVE Sufficiency 92.2 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 54 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 42400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 54 Ref. Underclearance Rt. R Underclearance Right 12.16 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 3 - Steel Design 02 Length 314.51 Deck Width 57 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 9 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 54.3 HS Inv. Rating Method 1 HS Inv. Method 32.5 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 67840 Future ADT Year 2042 Bypass Detour 1.242742 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 17348 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-48ft.,2-44ft.,2-45ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0150NX H Index 83.458 Latitude 36:08:34.75 Longitude -95:57:24.33 I257A 1 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 / S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17348 Vault Link http://plansrv1/bridgemaintvault/b17348 GIS FO/SD Meets Standards H Inv. Method 24.5 Latitude DD 36.142986 Longitude DD -95.956758 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17724 x -10681857.4387334 y 4320313.90366927
17347	5112 0027WX	17347	Muskogee	U.S. 64	UP R.R. UNDER	5112 0027WX	4-74ft. CONT. I-BM. SPANS & 2-18in. SAFETY CURBS	1968	35.707114	-95.378856	299.869	40.2	—	4	0	2	34.902	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4050	2022	5	Unmatched
Raw data OBJECTID 17723 BRKEY 17347 NBI No. 17347 On Under 1 Structure No. 5112 0027WX Control No. 012 Lane Ind. W Milepoint 00270 Facility Carried U.S. 64 Feature Intersected UP R.R. UNDER Division 01 County 101 Location 0.2 MI S JCT US 165 Sufficiency 93 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 34.902 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 1968 ADT Total 4050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 34.902 Ref. Underclearance Rt. R Underclearance Right 11.667 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 299.869 Deck Width 40.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.5 HS Inv. Rating Method 1 HS Inv. Method 38.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6480 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 2201 Min Measured Clearance 2200 NBI Rating 17347 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 4-74ft. CONT. I-BM. SPANS & 2-18in. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0027WX H Index 90.6424 Latitude 35:42:25.61 Longitude -95:22:43.88 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 007A NBI Text 17347 Vault Link http://plansrv1/bridgemaintvault/b17347 GIS FO/SD Meets Standards H Inv. Method 21.6 Latitude DD 35.707114 Longitude DD -95.378856 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17723 x -10617525.682365 y 4260395.18812449
17346	5112 0027EX	17346	Muskogee	U.S. 64	UP R.R. UNDER	5112 0027EX	4-74ft. CONT I-BM. SPA	1968	35.707478	-95.378683	299.869	32.999	—	4	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.5	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4150	2022	5	Unmatched
Raw data OBJECTID 17722 BRKEY 17346 NBI No. 17346 On Under 1 Structure No. 5112 0027EX Control No. 012 Lane Ind. E Milepoint 00270 Facility Carried U.S. 64 Feature Intersected UP R.R. UNDER Division 01 County 101 Location 0.2 MI S JCT US 165 Sufficiency 81.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 30 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1968 ADT Total 4150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 11.25 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 299.869 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 57.2 HS Inv. Rating Method 1 HS Inv. Method 34.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6640 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 2111 Min Measured Clearance 2111 NBI Rating 17346 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-74ft. CONT I-BM. SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0027EX H Index 86.0357 Latitude 35:42:26.92 Longitude -95:22:43.26 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 007 NBI Text 17346 Vault Link http://plansrv1/bridgemaintvault/b17346 GIS FO/SD Meets Standards H Inv. Method 19.1 Latitude DD 35.707478 Longitude DD -95.378683 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17722 x -10617506.4240931 y 4260445.08939903
17345	5542R0450 X	17345	Oklahoma	BNSF R.R.	I-235 UNDER	5542 0450 X	56ft.,2-79ft.,56ft. THRU PLATE GIRDER SPANS SK. 34 DEG 50ft.	1968	35.52158889	-97.51736944	277.887	8.999	—	3	45	4	76.001	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	11 - Principal Arterial Interstate (Rural)	H	80600	2016	5	Unmatched
Raw data OBJECTID 17721 BRKEY 17345 NBI No. 17345 On Under 2 Structure No. 5542R0450 X Control No. 042 Lane Ind. Milepoint 04500 Facility Carried BNSF R.R. Feature Intersected I-235 UNDER Division 04 County 109 Location 4.5 MI N OF I-40 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.6 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 80600 ADT Year 2016 Design Load Railroad Skew 45 No. Main Spans 3 Road Width 76.001 Ref. Underclearance Rt. H Underclearance Right 10.899 Underclearance Left 4.199 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 76.001 Span Type Main M Material 3 - Steel Design 03 Length 277.887 Deck Width 8.999 Bridge Open Closed ! 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 N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 0 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating -1 HS Inv. Rating Method ! HS Inv. Method -1 H Operating Rating ! H Inv. Rating Method ! Future ADT 128960 Future ADT Year 2036 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 1710 Min Measured Clearance 1509 NBI Rating 17345 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 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft.,2-79ft.,56ft. THRU PLATE GIRDER SPANS SK. 34 DEG 50ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5542 0450 X H Index -1 Latitude 35:31:17.72 Longitude -97:31:02.53 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-235 UNDER Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17345 Vault Link http://plansrv1/bridgemaintvault/b17345 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.52158889 Longitude DD -97.51736944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17721 x -10855583.9095603 y 4234990.85338152
17530	0501 1622NX	17530	Beckham	I-40	TURKEY CREEK	0501 1622NX	56ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F.	1969	35.25881111	-99.72394722	185.039	40	—	3	45	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5850	2022	5	Unmatched
Raw data OBJECTID 17711 BRKEY 17530 NBI No. 17530 On Under 1 Structure No. 0501 1622NX Control No. 001 Lane Ind. N Milepoint 16220 Facility Carried I-40 Feature Intersected TURKEY CREEK Division 05 County 009 Location 16.3 MI E TEXAS ST. LINE Sufficiency 80.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 5850 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 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 4 - Steel Continuous Design 02 Length 185.039 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 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 8 HS Operating Rating Method 1 HS Operating Rating 46 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17530 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 1622NX H Index 71.2787 Latitude 35:15:31.72 Longitude -99:43:26.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17530 Vault Link http://plansrv1/bridgemaintvault/b17530 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.25881111 Longitude DD -99.72394722 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17711 x -11101219.0244257 y 4199108.39977315
17529	0501 1622SX	17529	Beckham	I-40	TURKEY CREEK	0501 1622SX	56ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F.	1969	35.25829167	-99.72424444	185.039	40	—	3	45	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5950	2022	5	Unmatched
Raw data OBJECTID 17710 BRKEY 17529 NBI No. 17529 On Under 1 Structure No. 0501 1622SX Control No. 001 Lane Ind. S Milepoint 16220 Facility Carried I-40 Feature Intersected TURKEY CREEK Division 05 County 009 Location 16.3 MI E TEXAS ST. LINE Sufficiency 80.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 5950 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 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 4 - Steel Continuous Design 02 Length 185.039 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 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 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17529 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 1622SX H Index 79.6807 Latitude 35:15:29.85 Longitude -99:43:27.28 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17529 Vault Link http://plansrv1/bridgemaintvault/b17529 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.25829167 Longitude DD -99.72424444 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17710 x -11101252.1108047 y 4199037.58547716
17438	3630 0693 X	17438	Kay	U.S. 60	COWSKIN CREEK	3630 0693 X	(12ft.-14ft.-12ft.) X 11ft. X 175ft. R.C. BOX W/ 3ft. ADDITIONAL CURTAIN WALLS	1969	36.687828	-97.161714	40	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7600	2022	5	Unmatched
Raw data OBJECTID 17709 BRKEY 17438 NBI No. 17438 On Under 1 Structure No. 3630 0693 X Control No. 030 Lane Ind. Milepoint 06930 Facility Carried U.S. 60 Feature Intersected COWSKIN CREEK Division 04 County 071 Location 10.3 MI E JCT I 35 Sufficiency 83.7 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 7600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 75.997 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.6 HS Inv. Rating Method 1 HS Inv. Method 39.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17438 ODOT County 36 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 (12ft.-14ft.-12ft.) X 11ft. X 175ft. R.C. BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0693 X H Index 98.6753 Latitude 36:41:16.18 Longitude -97:09:42.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17438 Vault Link http://plansrv1/bridgemaintvault/b17438 GIS FO/SD Meets Standards H Inv. Method 33.6 Latitude DD 36.687828 Longitude DD -97.161714 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17709 x -10815992.5270817 y 4395682.90317903
17437	5032 0597 X	17437	Murray	I-35	CREEK	5032 0597 X	(12ft. - 14ft. - 12ft.) X 10ft. X 206ft. RCB WITH 3ft. ADDITIONAL CURTAIN WALLS	1969	34.45763333	-97.14158889	41.995	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	25600	2022	5	Unmatched
Raw data OBJECTID 17708 BRKEY 17437 NBI No. 17437 On Under 1 Structure No. 5032 0597 X Control No. 032 Lane Ind. Milepoint 05970 Facility Carried I-35 Feature Intersected CREEK Division 07 County 099 Location 6.0 MI N CARTER C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 25600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70.7 HS Inv. Rating Method 1 HS Inv. Method 42.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40960 Future ADT Year 2042 Bypass Detour 6.835083 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 17437 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 10ft. X 206ft. RCB WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0597 X H Index 97.8824 Latitude 34:27:27.48 Longitude -97:08:29.72 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 110 NBI Text 17437 Vault Link http://plansrv1/bridgemaintvault/b17437 GIS FO/SD Meets Standards H Inv. Method 31.3 Latitude DD 34.45763333 Longitude DD -97.14158889 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17708 x -10813752.2100843 y 4090417.78242614
17436	6722 0522 X	17436	Seminole	S.H. 56	CREEK	6722 0522 X	(12ft.-14ft.-12ft.)X 9ft.X 8	1969	35.23035278	-96.46526944	47.9	40	—	3	30	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 17707 BRKEY 17436 NBI No. 17436 On Under 1 Structure No. 6722 0522 X Control No. 022 Lane Ind. Milepoint 05220 Facility Carried S.H. 56 Feature Intersected CREEK Division 03 County 133 Location 5.1 MI N JCT US 270BU Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 00056 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 1969 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 40 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.9 HS Inv. Rating Method 1 HS Inv. Method 40.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 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 17436 ODOT County 67 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 (12ft.-14ft.-12ft.)X 9ft.X 8 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6722 0522 X H Index 97.0155 Latitude 35:13:49.27 Longitude -96:27:54.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 56 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17436 Vault Link http://plansrv1/bridgemaintvault/b17436 GIS FO/SD Meets Standards H Inv. Method 22.3 Latitude DD 35.23035278 Longitude DD -96.46526944 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17707 x -10738464.6732967 y 4195229.39660322
17435	6031 0492 X	17435	Payne	U.S. 177	BOOMER CREEK	6031 0492 X	(12ft.-14ft.-12ft.) X 14ft. X 44ft. RC BOX WITH PARAPET RAILS	1969	36.173975	-97.068061	39.8	45.997	—	3	0	2	43.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	7500	2022	5	Unmatched
Raw data OBJECTID 17706 BRKEY 17435 NBI No. 17435 On Under 1 Structure No. 6031 0492 X Control No. 031 Lane Ind. Milepoint 04920 Facility Carried U.S. 177 Feature Intersected BOOMER CREEK Division 04 County 119 Location 4.2 MI N-W JCT SH 51 Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 7500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 39.8 Deck Width 45.997 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.4 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 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 17435 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 14ft. X 44ft. RC BOX WITH PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6031 0492 X H Index 94.5543 Latitude 36:10:26.31 Longitude -97:04:05.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 177 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17435 Vault Link http://plansrv1/bridgemaintvault/b17435 GIS FO/SD Meets Standards H Inv. Method 18.1 Latitude DD 36.173975 Longitude DD -97.068061 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17706 x -10805567.1228104 y 4324586.54511194
17434	4536 0430 X	17434	McCurtain	S.H. 70 TRK	MUD CREEK	4536 0430 X	(13ft. - 17ft. - 13ft.) X 7ft. X 48.6ft. LONG RCB	1969	33.88093333	-94.82705556	47.001	0	—	3	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	16 - Minor Arterial (Urban)	B	2000	2022	5	Unmatched
Raw data OBJECTID 17705 BRKEY 17434 NBI No. 17434 On Under 1 Structure No. 4536 0430 X Control No. 036 Lane Ind. Milepoint 04300 Facility Carried S.H. 70 TRK Feature Intersected MUD CREEK Division 02 County 089 Location 50' E JCT US-259 Sufficiency 96.4 Kind Hwy 3 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1969 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 47.001 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 56.2 HS Inv. Rating Method 1 HS Inv. Method 33.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17434 ODOT County 45 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 7ft. X 48.6ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4536 0430 X H Index 98.6123 Latitude 33:52:51.36 Longitude -94:49:37.4 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 70 TRK Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 88 NBI Text 17434 Vault Link http://plansrv1/bridgemaintvault/b17434 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 33.88093333 Longitude DD -94.82705556 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 17705 x -10556099.5383647 y 4012825.46447504
17433	5235 0418 X	17433	Noble	U.S. 64 / U.S. 412	HACKBERRY CREEK	5235 0418 X	(12ft.-14ft.-12ft.) X 8ft. X 184ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALL NORTH ONLY	1969	36.39781667	-97.38577222	39.829	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5100	2022	5	Unmatched
Raw data OBJECTID 17704 BRKEY 17433 NBI No. 17433 On Under 1 Structure No. 5235 0418 X Control No. 035 Lane Ind. Milepoint 04180 Facility Carried U.S. 64 / U.S. 412 Feature Intersected HACKBERRY CREEK Division 04 County 103 Location 4.2 MI E GARFIELD CO Sufficiency 82.1 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 39.829 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70.3 HS Inv. Rating Method 1 HS Inv. Method 42.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17433 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 8ft. X 184ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALL NORTH ONLY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5235 0418 X H Index 97.6829 Latitude 36:23:52.14 Longitude -97:23:08.78 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 & 412 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17433 Vault Link http://plansrv1/bridgemaintvault/b17433 GIS FO/SD Meets Standards H Inv. Method 32.3 Latitude DD 36.39781667 Longitude DD -97.38577222 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17704 x -10840934.5740401 y 4355499.30740851
17344	2044 0471 X	17344	Custer	S.H. 73	WASHITA RIVER	2044 0471 X	80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS	1968	35.50867222	-99.09053611	261.5	32.08	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.6	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 17703 BRKEY 17344 NBI No. 17344 On Under 1 Structure No. 2044 0471 X Control No. 044 Lane Ind. Milepoint 04710 Facility Carried S.H. 73 Feature Intersected WASHITA RIVER Division 05 County 039 Location 4.8 MI E JCT S.H. 44 Sufficiency 90.6 Kind Hwy 3 Level Service 1 Route No. 00073 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 261.5 Deck Width 32.08 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 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17344 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2044 0471 X H Index 67.2249 Latitude 35:30:31.22 Longitude -99:05:25.93 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 73 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 17344 Vault Link http://plansrv1/bridgemaintvault/b17344 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.50867222 Longitude DD -99.09053611 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17703 x -11030708.0221977 y 4233224.33739235
17343	7290 0444WX	17343	Tulsa	S.H. 11 EB	MEMORIAL RD. UNDER	7290 0444WX	(3-67ft. CONT.) 50ft. I-BM. SPANS SK. 37 DEG. 03ft.50ft.	1968	36.179933	-95.886994	254.921	40.026	—	2	53	2	37.073	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	17150	2022	5	Unmatched
Raw data OBJECTID 17702 BRKEY 17343 NBI No. 17343 On Under 1 Structure No. 7290 0444WX Control No. 090 Lane Ind. W Milepoint 04440 Facility Carried S.H. 11 EB Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location 1.4 MI SE SHERIDAN RD Sufficiency 80 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.745 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 17150 ADT Year 2022 Design Load HS 20 Skew 53 No. Main Spans 2 Road Width 37.073 Ref. Underclearance Rt. H Underclearance Right 6 Underclearance Left 4 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 254.921 Deck Width 40.026 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.2 HS Inv. Rating Method 1 HS Inv. Method 33.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27440 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 1500 Max Measured Clearance 1510 Min Measured Clearance 1504 NBI Rating 17343 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3-67ft. CONT.) 50ft. I-BM. SPANS SK. 37 DEG. 03ft.50ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0444WX H Index 82.5198 Latitude 36:10:47.76 Longitude -95:53:13.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name S.H. 11 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 17343 Vault Link http://plansrv1/bridgemaintvault/b17343 GIS FO/SD Meets Standards H Inv. Method 25.5 Latitude DD 36.179933 Longitude DD -95.886994 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17702 x -10674091.3457777 y 4325408.20434142
17342	7290 0444EX	17342	Tulsa	S.H. 11 WB	MEMORIAL RD. UNDER	7290 0444EX	3-67ft.CONT, 50ft.I-BM S	1968	36.180456	-95.886994	254.921	47.9	—	2	53	3	44.948	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.8	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	17150	2022	5	Unmatched
Raw data OBJECTID 17701 BRKEY 17342 NBI No. 17342 On Under 1 Structure No. 7290 0444EX Control No. 090 Lane Ind. E Milepoint 04440 Facility Carried S.H. 11 WB Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location 1.4 MI SE SHERIDAN RD Sufficiency 83.8 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 17150 ADT Year 2022 Design Load HS 20 Skew 53 No. Main Spans 2 Road Width 44.948 Ref. Underclearance Rt. H Underclearance Right 6 Underclearance Left 6 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 254.921 Deck Width 47.9 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27440 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 1500 Max Measured Clearance 1910 Min Measured Clearance 1809 NBI Rating 17342 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-67ft.CONT, 50ft.I-BM S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0444EX H Index 83.0583 Latitude 36:10:49.64 Longitude -95:53:13.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name S.H. 11 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 17342 Vault Link http://plansrv1/bridgemaintvault/b17342 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.180456 Longitude DD -95.886994 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17701 x -10674091.3457777 y 4325480.33350407
17341	4405 0305 X	17341	McClain	N3175	I-35 UNDER	4405 0305 X	88ft.-70ft.-88ft. CONT. PL	1968	34.89614444	-97.34466944	249.016	28.871	—	3	30	2	23.95	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.6	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	500	2022	5	Unmatched
Raw data OBJECTID 17700 BRKEY 17341 NBI No. 17341 On Under 1 Structure No. 4405 0305 X Control No. Lane Ind. Milepoint Facility Carried N3175 Feature Intersected I-35 UNDER Division 03 County 087 Location 3.1 MI N GARVIN C/L Sufficiency 73.6 Kind Hwy 4 Level Service 1 Route No. N3175 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 500 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 3 Road Width 23.95 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20.013 Span Type Main M Material 4 - Steel Continuous Design 02 Length 249.016 Deck Width 28.871 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 4 HS Operating Rating Method 1 HS Operating Rating 41 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17341 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 88ft.-70ft.-88ft. CONT. PL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0305 X H Index 87.1495 Latitude 34:53:46.12 Longitude -97:20:40.81 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name N3175 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 17341 Vault Link http://plansrv1/bridgemaintvault/b17341 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 34.89614444 Longitude DD -97.34466944 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17700 x -10836359.0335003 y 4149776.52955555
17340	6823 1817 X	17340	Sequoyah	S ROLAND RD.	I-40 UNDER	6823 1817 X	45ft. - (2) 70ft. - 45ft. WF BEAM SK 37°	1968	35.41235556	-94.51339722	232.001	27.001	—	4	38	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	7000	2022	5	Unmatched
Raw data OBJECTID 17699 BRKEY 17340 NBI No. 17340 On Under 1 Structure No. 6823 1817 X Control No. Lane Ind. Milepoint Facility Carried S ROLAND RD. Feature Intersected I-40 UNDER Division 01 County 135 Location 0.8 E JCT US-64 Sufficiency 69 Kind Hwy 4 Level Service 1 Route No. 6836C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 7000 ADT Year 2022 Design Load H 20 Skew 38 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 232.001 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 47.5 HS Inv. Rating Method 1 HS Inv. Method 28.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11200 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 1609 Max Measured Clearance 1703 Min Measured Clearance 1606 NBI Rating 17340 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 45ft. - (2) 70ft. - 45ft. WF BEAM SK 37° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1817 X H Index 81.022 Latitude 35:24:44.48 Longitude -94:30:48.23 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S ROLAND RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1817 NBI Text 17340 Vault Link http://plansrv1/bridgemaintvault/b17340 GIS FO/SD FO H Inv. Method 22 Latitude DD 35.41235556 Longitude DD -94.51339722 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17699 x -10521183.2516728 y 4220060.77724329
17339	7209 0766 X	17339	Tulsa	UTILITY BRIDGE	I-244 UNDER	7209 0766 X	2-90ft. CONT. REINFORC	1968	36.159061	-95.966881	231.955	9.8	—	2	11	8	60	2 - Concrete Continuous	Box Beam or Girders — Single or Spread (06)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	62600	2022	5	Unmatched
Raw data OBJECTID 17698 BRKEY 17339 NBI No. 17339 On Under 2 Structure No. 7209 0766 X Control No. 009 Lane Ind. Milepoint 07660 Facility Carried UTILITY BRIDGE Feature Intersected I-244 UNDER Division 08 County 143 Location 7.6 MI N JCT I-44 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 62600 ADT Year 2022 Design Load Other or Unknown Skew 11 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 2 - Concrete Continuous Design 06 Length 231.955 Deck Width 9.8 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 0 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 0 Waterway Adequacy N Approach Alignment _ HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 100160 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 2100 Min Measured Clearance 1610 NBI Rating 17339 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-90ft. CONT. REINFORC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0766 X H Index -1 Latitude 36:09:32.62 Longitude -95:58:00.77 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-244 UNDER Scour N Design Structure 6 - Box Beam or Girders - Single FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17339 Vault Link http://plansrv1/bridgemaintvault/b17339 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.159061 Longitude DD -95.966881 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17698 x -10682984.3259387 y 4322530.05064761
17611	5159 0300 X	17611	Muskogee	S.H. 100	ARKANSAS RIVER	5159 0300 X	4(100ft.CONT.)(207ft.-334ft.-207ft.CONT.)3(100ft.CONT.)4(100ft.CONT.)75ft. PLATE GIRDER S	1969	35.520719	-95.123581	1928.15	35.299	—	3	0	2	27.999	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.7	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3300	2022	5	Unmatched
Raw data OBJECTID 17694 BRKEY 17611 NBI No. 17611 On Under 1 Structure No. 5159 0300 X Control No. 059 Lane Ind. Milepoint 03000 Facility Carried S.H. 100 Feature Intersected ARKANSAS RIVER Division 01 County 101 Location SEQUOYAH C/L Sufficiency 66.7 Kind Hwy 3 Level Service 1 Route No. 00100 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 1928.15 Deck Width 35.299 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 54.454 HS Inv. Rating Method 1 HS Inv. Method 32.628 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 9.941939 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 17611 ODOT County 51 Nav. Control 1 Nav. HC 300 Lft. Br. Nav. Cl. 0 Nav. VC 52.001312335958 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 1.499 Rt. Curb SW 3.999 Description 4(100ft.CONT.)(207ft.-334ft.-207ft.CONT.)3(100ft.CONT.)4(100ft.CONT.)75ft. PLATE GIRDER S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5159 0300 X H Index 83.5622 Latitude 35:31:14.59 Longitude -95:07:24.89 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 100 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17611 Vault Link http://plansrv1/bridgemaintvault/b17611 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.520719 Longitude DD -95.123581 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17694 x -10589108.5993527 y 4234871.87612968
17610	5106R0214NX	17610	Muskogee	U.S. 62 WB	ARKANSAS RIVER	5106 0214NX	2(3-100ft.) 206ft.-334ft.-	1969	35.770317	-95.3024	1497.999	32.999	—	11	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	56.4	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	11000	2020	5	Unmatched
Raw data OBJECTID 17693 BRKEY 17610 NBI No. 17610 On Under 1 Structure No. 5106R0214NX Control No. 006 Lane Ind. N Milepoint 02140 Facility Carried U.S. 62 WB Feature Intersected ARKANSAS RIVER Division 01 County 101 Location 2.4 MI E JCT SH 16 Sufficiency 56.4 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 11000 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 11 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 46.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1497.999 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 38.7 HS Inv. Rating Method 1 HS Inv. Method 23.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17600 Future ADT Year 2040 Bypass Detour 0.1 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 17610 ODOT County 51 Nav. Control 1 Nav. HC 300 Lft. Br. Nav. Cl. 0 Nav. VC 52.001 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 2(3-100ft.) 206ft.-334ft.- Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5106 0214NX H Index 69.1009 Latitude 35:46:13.14 Longitude -95:18:08.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 62 WB_ Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17610 Vault Link http://plansrv1/bridgemaintvault/b17610 GIS FO/SD FO H Inv. Method 15.4 Latitude DD 35.770317 Longitude DD -95.3024 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17693 x -10609014.6393769 y 4269063.19544977
17609	5106 0214SX	17609	Muskogee	U.S. 62 EB	ARKANSAS RIVER	5106 0214SX	2-(3-100ft.) 206ft.-334ft.-206ft.-2(72ft.) CONT. PLATE GIRDER SPANS	1969	35.770064	-95.302419	1497.047	32.799	—	11	0	2	27.999	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57.4	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	10000	2022	5	Unmatched
Raw data OBJECTID 17692 BRKEY 17609 NBI No. 17609 On Under 1 Structure No. 5106 0214SX Control No. 006 Lane Ind. S Milepoint 02140 Facility Carried U.S. 62 EB Feature Intersected ARKANSAS RIVER Division 01 County 101 Location 2.4 MI E JCT SH 16 Sufficiency 57.4 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 11 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 4 - Steel Continuous Design 03 Length 1497.047 Deck Width 32.799 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 38.7 HS Inv. Rating Method 1 HS Inv. Method 23.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.1 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 17609 ODOT County 51 Nav. Control 1 Nav. HC 300 Lft. Br. Nav. Cl. 0 Nav. VC 52.001 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 2-(3-100ft.) 206ft.-334ft.-206ft.-2(72ft.) CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5106 0214SX H Index 93.6105 Latitude 35:46:12.23 Longitude -95:18:08.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 62 EB_ Scour 5 Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17609 Vault Link http://plansrv1/bridgemaintvault/b17609 GIS FO/SD FO H Inv. Method 15.4 Latitude DD 35.770064 Longitude DD -95.302419 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17692 x -10609016.7544472 y 4269028.4839138
17528	2002 1355NX	17528	Custer	I-40 WB	I-40 BUS. EB UNDER	2002 1355NX	53ft.-68ft.-65ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L..F.	1969	35.51377778	-98.91943056	188.976	39.8	—	3	48	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9750	2022	5	Unmatched
Raw data OBJECTID 17691 BRKEY 17528 NBI No. 17528 On Under 1 Structure No. 2002 1355NX Control No. 002 Lane Ind. N Milepoint 13550 Facility Carried I-40 WB Feature Intersected I-40 BUS. EB UNDER Division 05 County 039 Location 2.8 MI E JCT U.S. 183 Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 9750 ADT Year 2022 Design Load HS 20 Skew 48 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 10.699 Underclearance Left 4.301 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 188.976 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 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 15600 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2111 Min Measured Clearance 1806 NBI Rating 17528 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 6 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 53ft.-68ft.-65ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. L..F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 1355NX H Index 93.3893 Latitude 35:30:49.6 Longitude -98:55:09.95 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17528 Vault Link http://plansrv1/bridgemaintvault/b17528 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.51377778 Longitude DD -98.91943056 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17691 x -11011660.6394998 y 4233922.55253749
17527	6135T1400 X	17527	Pittsburg	CO. RD. 6168C	IND. NATION TP UNDER	6135T1400 X	92ft.-88ft. PC BM SPANS	1969	34.7875	-95.77611111	182.087	22.999	—	2	30	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.8	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 17690 BRKEY 17527 NBI No. 17527 On Under 1 Structure No. 6135T1400 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 6168C Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 46.69 MI'S S. JCT I-40 Sufficiency 83.8 Kind Hwy 4 Level Service 1 Route No. 6168C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.201 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 17.001 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.087 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 74.9 HS Inv. Rating Method 1 HS Inv. Method 28.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1609 Min Measured Clearance 1605 NBI Rating 17527 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 92ft.-88ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6135T1400 X H Index 100 Latitude 34:47:15 Longitude -95:46:34 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 6168C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 46.69 NBI Text 17527 Vault Link http://plansrv1/bridgemaintvault/b17527 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 34.7875 Longitude DD -95.77611111 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17690 x -10661747.9189252 y 4135040.60928175
17526	5032 0158WX	17526	Murray	I-35 SB	U.S. 77 UNDER	5032 0158WX	56ft. - 70ft. - 56ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 40 DEG.	1969	34.399306	-97.141711	184.055	39.8	—	3	40	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15400	2022	5	Unmatched
Raw data OBJECTID 17689 BRKEY 17526 NBI No. 17526 On Under 1 Structure No. 5032 0158WX Control No. 032 Lane Ind. W Milepoint 01580 Facility Carried I-35 SB Feature Intersected U.S. 77 UNDER Division 07 County 099 Location 1.6 MI N CARTER C/L Sufficiency 95.3 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 184.055 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.4 HS Inv. Rating Method 1 HS Inv. Method 32.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1603 Min Measured Clearance 1603 NBI Rating 17526 ODOT County 50 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft. - 70ft. - 56ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 40 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0158WX H Index 98.9838 Latitude 34:23:57.5 Longitude -97:08:30.16 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 101 NBI Text 17526 Vault Link http://plansrv1/bridgemaintvault/b17526 GIS FO/SD Meets Standards H Inv. Method 23.9 Latitude DD 34.399306 Longitude DD -97.141711 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17689 x -10813765.8033073 y 4082545.92010497
17525	5032 0158EX	17525	Murray	I-35 NB	U.S. 77 UNDER	5032 0158EX	56ft. - 70ft. - 56ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 40 DEG.	1969	34.398869	-97.141214	184.055	39.8	—	3	40	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15800	2022	5	Unmatched
Raw data OBJECTID 17688 BRKEY 17525 NBI No. 17525 On Under 1 Structure No. 5032 0158EX Control No. 032 Lane Ind. E Milepoint 01580 Facility Carried I-35 NB Feature Intersected U.S. 77 UNDER Division 07 County 099 Location 1.6 MI N CARTER C/L Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1969 ADT Total 15800 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 13.501 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 184.055 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.4 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1603 Min Measured Clearance 1603 NBI Rating 17525 ODOT County 50 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft. - 70ft. - 56ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 40 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0158EX H Index 99.1963 Latitude 34:23:55.93 Longitude -97:08:28.37 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 100 NBI Text 17525 Vault Link http://plansrv1/bridgemaintvault/b17525 GIS FO/SD Meets Standards H Inv. Method 23.9 Latitude DD 34.398869 Longitude DD -97.141214 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17688 x -10813710.4775204 y 4082486.96326193
17524	2002 1324 X	17524	Custer	TURTLE CREEK RD.	I-40 UNDER	2002 1324 X	95ft.-89ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F.	1969	35.511389	-98.923611	187.992	29.003	—	2	30	2	29.003	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	150	2022	5	Unmatched
Raw data OBJECTID 17687 BRKEY 17524 NBI No. 17524 On Under 1 Structure No. 2002 1324 X Control No. Lane Ind. Milepoint Facility Carried TURTLE CREEK RD. Feature Intersected I-40 UNDER Division 05 County 039 Location 2.5 MI E JCT U.S. 183 Sufficiency 87.7 Kind Hwy 4 Level Service 1 Route No. N2298 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.003 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 150 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 2 Road Width 29.003 Ref. Underclearance Rt. H Underclearance Right 10.499 Underclearance Left 15.299 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 18.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 187.992 Deck Width 29.003 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 46 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 1.999945 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 1805 Min Measured Clearance 1604 NBI Rating 17524 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 95ft.-89ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 1324 X H Index 86.0732 Latitude 35:30:41 Longitude -98:55:25 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17524 Vault Link http://plansrv1/bridgemaintvault/b17524 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.511389 Longitude DD -98.923611 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17687 x -11012126.0039519 y 4233595.86739585
17432	0703 0299 X	17432	Bryan	U.S. 69	MINERAL BAYOU CREEK	0703 0299 X	(12ft. - 14ft. - 12ft.) X 14ft. X 154ft. RCB	1969	33.986619	-96.412086	57.995	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	23300	2022	5	Unmatched
Raw data OBJECTID 17686 BRKEY 17432 NBI No. 17432 On Under 1 Structure No. 0703 0299 X Control No. 003 Lane Ind. Milepoint 02990 Facility Carried U.S. 69 Feature Intersected MINERAL BAYOU CREEK Division 02 County 013 Location 2.99 N JCT US-69 BUS Sufficiency 75 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 53.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1969 ADT Total 23300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 57.995 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.3 HS Inv. Rating Method 1 HS Inv. Method 44.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 37280 Future ADT Year 2042 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 17432 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 14ft. X 154ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0299 X H Index 95.3939 Latitude 33:59:11.83 Longitude -96:24:43.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 012 NBI Text 17432 Vault Link http://plansrv1/bridgemaintvault/b17432 GIS FO/SD Meets Standards H Inv. Method 32.4 Latitude DD 33.986619 Longitude DD -96.412086 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17686 x -10732544.3198373 y 4027005.42624743
17431	2432 0270 X	17431	Garfield	U.S. 412	CREEK	2432 0270 X	4-10ft. X 5ft. X 168ft. R.C.BOX SK. 12 DEG.	1969	36.39043611	-97.84174722	42.799	0	—	4	12	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	12800	2022	5	Unmatched
Raw data OBJECTID 17685 BRKEY 17431 NBI No. 17431 On Under 1 Structure No. 2432 0270 X Control No. 032 Lane Ind. Milepoint 02700 Facility Carried U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 2.7 E JCT US81 ENID Sufficiency 69.5 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 12800 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB 10 Appr. Roadway Width 76.201 Span Type Main M Material 1 - Concrete Design 19 Length 42.799 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20480 Future ADT Year 2042 Bypass Detour 55.000002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17431 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-10ft. X 5ft. X 168ft. R.C.BOX SK. 12 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2432 0270 X H Index 99.5581 Latitude 36:23:25.57 Longitude -97:50:30.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 412 & S.H. 15 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17431 Vault Link http://plansrv1/bridgemaintvault/b17431 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.39043611 Longitude DD -97.84174722 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17685 x -10891693.4788546 y 4354478.62853442
17430	6829 0144 X	17430	Sequoyah	S.H. 10	SALT BRANCH	6829 0144 X	(13ft. - 17ft. - 13ft.) X 12ft. X 82ft. LONG RCB	1969	35.50995278	-95.07915833	45	80	—	3	0	2	78	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 17684 BRKEY 17430 NBI No. 17430 On Under 1 Structure No. 6829 0144 X Control No. 029 Lane Ind. Milepoint 01440 Facility Carried S.H. 10 Feature Intersected SALT BRANCH Division 01 County 135 Location 1.44 N JCT I-40 Sufficiency 91.9 Kind Hwy 3 Level Service 1 Route No. 00010 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 1969 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 78 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 45 Deck Width 80 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.4 HS Inv. Rating Method 1 HS Inv. Method 27.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 12 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 17430 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 13ft.) X 12ft. X 82ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6829 0144 X H Index 98.1176 Latitude 35:30:35.83 Longitude -95:04:44.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 10 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 29-0144 NBI Text 17430 Vault Link http://plansrv1/bridgemaintvault/b17430 GIS FO/SD Meets Standards H Inv. Method 17.1 Latitude DD 35.50995278 Longitude DD -95.07915833 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17684 x -10584163.4903486 y 4233399.45727926
17429	3627 0070 X	17429	Kay	U.S. 60 BUS.	BOIS D'ARC CREEK O'FLOW	3627 0070 X	(13ft.-17ft.-13ft.)X 8ft.X 175ft. R.C. BOX W/ 3ft. ADDft.L CURTAIN WALLS	1969	36.68982778	-97.11676667	44.701	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	74.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6500	2022	5	Unmatched
Raw data OBJECTID 17683 BRKEY 17429 NBI No. 17429 On Under 1 Structure No. 3627 0070 X Control No. 027 Lane Ind. Milepoint 00700 Facility Carried U.S. 60 BUS. Feature Intersected BOIS D'ARC CREEK O'FLOW Division 04 County 071 Location 0.6 MI E JCT US 60 Sufficiency 74.7 Kind Hwy 3 Level Service 6 Route No. 0060B Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 44.701 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.4 HS Inv. Rating Method 1 HS Inv. Method 27.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 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 17429 ODOT County 36 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 (13ft.-17ft.-13ft.)X 8ft.X 175ft. R.C. BOX W/ 3ft. ADDft.L CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3627 0070 X H Index 97.6385 Latitude 36:41:23.38 Longitude -97:07:00.36 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 BUS. Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID NBI Text 17429 Vault Link http://plansrv1/bridgemaintvault/b17429 GIS FO/SD Meets Standards H Inv. Method 17.2 Latitude DD 36.68982778 Longitude DD -97.11676667 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17683 x -10810989.0131936 y 4395960.51468645
17338	4405 0928 X	17338	McClain	S.H. 74 WB	I-35 UNDER	4405 0928 X	45ft.(2-72ft. CONT.)38ft.	1968	34.983056	-97.372222	229.003	39.698	—	2	38	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	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	5540	2022	5	Unmatched
Raw data OBJECTID 17680 BRKEY 17338 NBI No. 17338 On Under 1 Structure No. 4405 0928 X Control No. Lane Ind. Milepoint Facility Carried S.H. 74 WB Feature Intersected I-35 UNDER Division 03 County 087 Location JCT I-35 & SH 74 Sufficiency 93.7 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1968 ADT Total 5540 ADT Year 2022 Design Load HS 20 Skew 38 No. Main Spans 2 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 229.003 Deck Width 39.698 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5817 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17338 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.(2-72ft. CONT.)38ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0928 X H Index 84.8544 Latitude 34:58:59 Longitude -97:22:20 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name S.H. 74 WB 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 17338 Vault Link http://plansrv1/bridgemaintvault/b17338 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 34.983056 Longitude DD -97.372222 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 17680 x -10839426.1704496 y 4161578.7604826
17337	4405 0927 X	17337	McClain	S.H. 74 EB	I-35 UNDER	4405 0927 X	45ft.(2-72ft. CONT.)38ft.	1968	34.982222	-97.372778	229.003	39.698	—	2	38	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	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	5540	2022	5	Unmatched
Raw data OBJECTID 17679 BRKEY 17337 NBI No. 17337 On Under 1 Structure No. 4405 0927 X Control No. Lane Ind. Milepoint Facility Carried S.H. 74 EB Feature Intersected I-35 UNDER Division 03 County 087 Location JCT I-35 & SH 74 Sufficiency 92.9 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1968 ADT Total 5540 ADT Year 2022 Design Load HS 20 Skew 38 No. Main Spans 2 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 229.003 Deck Width 39.698 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5817 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17337 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.(2-72ft. CONT.)38ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0927 X H Index 82.3855 Latitude 34:58:56 Longitude -97:22:22 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name S.H. 74 EB 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 17337 Vault Link http://plansrv1/bridgemaintvault/b17337 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 34.982222 Longitude DD -97.372778 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 17679 x -10839488.0640865 y 4161465.44725012
17336	6425T0220 X	17336	Pushmataha	IND. NATION TP	DUMPLING CR.& E1950 UND	6425T0220 X	3-74ft. PC BM SPANS	1968	34.18477778	-95.60833333	224.081	77.001	—	3	0	4	68.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.6	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 17678 BRKEY 17336 NBI No. 17336 On Under 1 Structure No. 6425T0220 X Control No. 025 Lane Ind. Milepoint 02200 Facility Carried IND. NATION TP Feature Intersected DUMPLING CR.& E1950 UND Division 02 County 127 Location 92.67 MI'S S. JCT I-40 Sufficiency 93.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 68.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 224.081 Deck Width 77.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 121 HS Inv. Rating Method 1 HS Inv. Method 72.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1500 Max Measured Clearance 1506 Min Measured Clearance 1500 NBI Rating 17336 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-74ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T0220 X H Index 89.1868 Latitude 34:11:05.2 Longitude -95:36:30 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name INDIAN NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 92.67 NBI Text 17336 Vault Link http://plansrv1/bridgemaintvault/b17336 GIS FO/SD Meets Standards H Inv. Method 65.4 Latitude DD 34.18477778 Longitude DD -95.60833333 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17678 x -10643070.9818892 y 4053640.23533799
17335	2546 0839 X	17335	Garvin	S.H. 17A	I-35 UNDER	2546 0839 X	81ft.-62ft.-81ft. CONT. PL	1968	34.622803	-97.216744	226.05	32.808	—	3	10	2	27.887	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.6	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)	A	1900	2022	5	Unmatched
Raw data OBJECTID 17677 BRKEY 17335 NBI No. 17335 On Under 1 Structure No. 2546 0839 X Control No. Lane Ind. Milepoint Facility Carried S.H. 17A Feature Intersected I-35 UNDER Division 03 County 049 Location 8.4 MI N MURRAY C/L Sufficiency 83.6 Kind Hwy 3 Level Service 1 Route No. 0017A Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 27.887 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 3 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 13.123 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 226.05 Deck Width 32.808 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 16.777022 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 17335 ODOT County 25 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 81ft.-62ft.-81ft. CONT. PL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 0839 X H Index 68.4431 Latitude 34:37:22.09 Longitude -97:13:00.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 17A 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 17335 Vault Link http://plansrv1/bridgemaintvault/b17335 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.622803 Longitude DD -97.216744 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17677 x -10822118.43866 y 4112738.99400063
17334	4318 0231 X	17334	Love	S.H. 96	WALNUT BAYOU CREEK	4318 0231 X	64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS	1968	33.91625278	-97.28238056	209.974	30.2	—	3	0	2	27.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Satisfactory (6)	Good (7)	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	320	2022	5	Unmatched
Raw data OBJECTID 17676 BRKEY 17334 NBI No. 17334 On Under 1 Structure No. 4318 0231 X Control No. 018 Lane Ind. Milepoint 02310 Facility Carried S.H. 96 Feature Intersected WALNUT BAYOU CREEK Division 07 County 085 Location 1.8 MI S JCT SH32 Sufficiency 87.7 Kind Hwy 3 Level Service 1 Route No. 00096 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.001 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 1968 ADT Total 320 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 209.974 Deck Width 30.2 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 8 Chan. Rating 5 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 46 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 512 Future ADT Year 2042 Bypass Detour 9.941939 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 17334 ODOT County 43 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 64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4318 0231 X H Index 84.7104 Latitude 33:54:58.51 Longitude -97:16:56.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 96 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 034 NBI Text 17334 Vault Link http://plansrv1/bridgemaintvault/b17334 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 33.91625278 Longitude DD -97.28238056 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17676 x -10829425.0670967 y 4017562.35633002
17333	0323T0160 X	17333	Atoka	IND NATION TP	BUCK CREEK (SOUTH)	0323T0160 X	3-70ft. PC BM SPANS	1968	34.52512778	-95.74916944	212.927	75.5	—	3	20	4	75	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	Satisfactory (6)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3900	2022	5	Unmatched
Raw data OBJECTID 17675 BRKEY 17333 NBI No. 17333 On Under 1 Structure No. 0323T0160 X Control No. 023 Lane Ind. Milepoint 01600 Facility Carried IND NATION TP Feature Intersected BUCK CREEK (SOUTH) Division 02 County 005 Location 66.37 MI'S S. JCT I-40 Sufficiency 90.1 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 68.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 75 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.5 Span Type Main M Material 4 - Steel Continuous Design 02 Length 212.927 Deck Width 75.5 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N 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 42.3 HS Inv. Rating Method 1 HS Inv. Method 25.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17333 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0323T0160 X H Index 96.7732 Latitude 34:31:30.46 Longitude -95:44:57.01 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 66.37 NBI Text 17333 Vault Link http://plansrv1/bridgemaintvault/b17333 GIS FO/SD Meets Standards H Inv. Method 21.8 Latitude DD 34.52512778 Longitude DD -95.74916944 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17675 x -10658748.7859397 y 4099533.70676062