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
22913	2144T0501 X	22913	Delaware	CO. RD. N4540	CHEROKEE TP UNDER	2144T0501 X	42ft.-76ft.-76ft.-42ft. P.C.BEAM SPANS	1991	36.21193333	-94.9225	235.892	32.7	—	4	0	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62	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)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22544 BRKEY 22913 NBI No. 22913 On Under 1 Structure No. 2144T0501 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4540 Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 5.01 MI E OF C/L Sufficiency 62 Kind Hwy 4 Level Service 1 Route No. N4540 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 235.892 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.714 HS Inv. Rating Method 1 HS Inv. Method 28.219 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1811 Min Measured Clearance 1708 NBI Rating 22913 ODOT County 21 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 42ft.-76ft.-76ft.-42ft. P.C.BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144T0501 X H Index 99.1325 Latitude 36:12:42.96 Longitude -94:55:21 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4540 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 20.71 NBI Text 22913 Vault Link http://plansrv1/bridgemaintvault/b22913 GIS FO/SD Meets Standards H Inv. Method 27.227 Latitude DD 36.21193333 Longitude DD -94.9225 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22544 x -10566724.3648245 y 4329822.39354613
22912	2144T0400 X	22912	Delaware	CO. RD. N4530	CHEROKEE TP UNDER	2144T0400 X	43ft.-76ft.-76ft.-43ft. P.C.BEAM SPANS, SK82LF	1991	36.21304722	-94.94041667	238.845	32.7	—	4	8	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22543 BRKEY 22912 NBI No. 22912 On Under 1 Structure No. 2144T0400 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4530 Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 4.00 MI E OF C/L Sufficiency 67.8 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 8 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 238.845 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 37.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1808 Min Measured Clearance 1610 NBI Rating 22912 ODOT County 21 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 43ft.-76ft.-76ft.-43ft. P.C.BEAM SPANS, SK82LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144T0400 X H Index 100 Latitude 36:12:46.97 Longitude -94:56:25.5 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4530 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19.70 NBI Text 22912 Vault Link http://plansrv1/bridgemaintvault/b22912 GIS FO/SD Meets Standards H Inv. Method 30.5 Latitude DD 36.21304722 Longitude DD -94.94041667 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22543 x -10568718.8394056 y 4329976.07825104
23184	4006 0981EX	23184	Le Flore	U.S. 59	BRAZIL CREEK O'FLOW	4006 0981EX	(8) 47ft. PC BEAM	1992	35.15566111	-94.67251389	377.999	41.001	—	8	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 22540 BRKEY 23184 NBI No. 23184 On Under 1 Structure No. 4006 0981EX Control No. 006 Lane Ind. E Milepoint 09810 Facility Carried U.S. 59 Feature Intersected BRAZIL CREEK O'FLOW Division 02 County 079 Location 9.81 N JCT US-271 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 377.999 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23184 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (8) 47ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4006 0981EX H Index 99.3916 Latitude 35:09:20.38 Longitude -94:40:21.05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 050 NBI Text 23184 Vault Link http://plansrv1/bridgemaintvault/b23184 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.15566111 Longitude DD -94.67251389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22540 x -10538896.0383539 y 4185055.03938566
23183	4006 0981WX	23183	Le Flore	U.S. 59	BRAZIL CREEK O'FLOW	4006 0981WX	(8) 47ft. PC BEAM	1992	35.15566111	-94.67286667	377.999	41.001	—	8	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 22539 BRKEY 23183 NBI No. 23183 On Under 1 Structure No. 4006 0981WX Control No. 006 Lane Ind. W Milepoint 09810 Facility Carried U.S. 59 Feature Intersected BRAZIL CREEK O'FLOW Division 02 County 079 Location 9.81 N JCT US-271 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1992 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 377.999 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 0.124274 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 23183 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (8) 47ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4006 0981WX H Index 99.1251 Latitude 35:09:20.38 Longitude -94:40:22.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 051 NBI Text 23183 Vault Link http://plansrv1/bridgemaintvault/b23183 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.15566111 Longitude DD -94.67286667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22539 x -10538935.3096439 y 4185055.03938566
23182	4006 0932EX	23182	Le Flore	U.S. 59	BRAZIL CREEK	4006 0932EX	(3) 100ft. - 80ft. PC BEAM	1991	35.14864444	-94.6725	382.001	40	—	4	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 22538 BRKEY 23182 NBI No. 23182 On Under 1 Structure No. 4006 0932EX Control No. 006 Lane Ind. E Milepoint 09320 Facility Carried U.S. 59 Feature Intersected BRAZIL CREEK Division 02 County 079 Location 9.32 N JCT US-271 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 382.001 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 23182 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 100ft. - 80ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4006 0932EX H Index 99.4733 Latitude 35:08:55.12 Longitude -94:40:21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 048 NBI Text 23182 Vault Link http://plansrv1/bridgemaintvault/b23182 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.14864444 Longitude DD -94.6725 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22538 x -10538894.4921262 y 4184099.72222999
22911	7298T0740NX	22911	Tulsa	CREEK TP	U.S. 64 (MEMORIAL DR.)UN	7298T0740NX	45ft. - (2-61ft.) - 57ft. PC BEAM SPANS	1991	36.02563611	-95.88683333	224.081	58.501	—	4	0	3	55.499	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	27750	2022	5	Unmatched
Raw data OBJECTID 22524 BRKEY 22911 NBI No. 22911 On Under 1 Structure No. 7298T0740NX Control No. 098 Lane Ind. N Milepoint 07400 Facility Carried CREEK TP Feature Intersected U.S. 64 (MEMORIAL DR.)UN Division 08 County 143 Location 12.22S Sufficiency 95.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.499 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 27750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 55.499 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 224.081 Deck Width 58.501 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 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76.8 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1709 Max Measured Clearance 2105 Min Measured Clearance 1709 NBI Rating 22911 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft. - (2-61ft.) - 57ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7298T0740NX H Index 100 Latitude 36:01:32.29 Longitude -95:53:12.6 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12.22 S NBI Text 22911 Vault Link http://plansrv1/bridgemaintvault/b22911 GIS FO/SD FO H Inv. Method 44.9 Latitude DD 36.02563611 Longitude DD -95.88683333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22524 x -10674073.4600751 y 4304149.43484583
22910	5586R0450SX	22910	Oklahoma	KILPATRICK TP	BNSF R.R.	5586T0422SX	58ft.-107ft.-58ft. PCB SPAN BRIDGE	1991	35.59954722	-97.50820556	226.499	62.667	—	3	23	4	60	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	23800	2011	5	Unmatched
Raw data OBJECTID 22523 BRKEY 22910 NBI No. 22910 On Under 1 Structure No. 5586R0450SX Control No. 086 Lane Ind. S Milepoint 04500 Facility Carried KILPATRICK TP Feature Intersected BNSF R.R. Division 04 County 109 Location 130.42EB Sufficiency 97.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 60 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1991 ADT Total 23800 ADT Year 2011 Design Load HS 20 Skew 23 No. Main Spans 3 Road Width 60 Ref. Underclearance Rt. R Underclearance Right 22.402 Underclearance Left 40 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 226.499 Deck Width 62.667 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 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 38080 Future ADT Year 2031 Bypass Detour 0.124274 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 2508 Min Measured Clearance 2311 NBI Rating 22910 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 58ft.-107ft.-58ft. PCB SPAN BRIDGE Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5586T0422SX H Index 100 Latitude 35:35:58.37 Longitude -97:30:29.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 - Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 130.42EB NBI Text 22910 Vault Link http://plansrv1/bridgemaintvault/b22910 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.59954722 Longitude DD -97.50820556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22523 x -10854563.791105 y 4245658.6716957
22909	2144 1320 X	22909	Delaware	U.S. 59 / S.H. 10	CHEROKEE TP UNDER	2144 1320 X	36ft.-77ft.-77ft.-36ft. P.C.B. SPAN BRIDGE	1991	36.21175	-94.779756	226.05	66.699	—	4	0	2	63.999	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3300	2022	5	Unmatched
Raw data OBJECTID 22522 BRKEY 22909 NBI No. 22909 On Under 1 Structure No. 2144 1320 X Control No. Lane Ind. Milepoint Facility Carried U.S. 59 / S.H. 10 Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 0.70 MI N OF US 412/59 IN Sufficiency 96 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1991 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 226.05 Deck Width 66.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1804 Min Measured Clearance 1701 NBI Rating 22909 ODOT County 21 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft.-77ft.-77ft.-36ft. P.C.B. SPAN BRIDGE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144 1320 X H Index 99.1174 Latitude 36:12:42.3 Longitude -94:46:47.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 59 / S.H. 10 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28.86 NBI Text 22909 Vault Link http://plansrv1/bridgemaintvault/b22909 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.21175 Longitude DD -94.779756 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22522 x -10550834.1754307 y 4329797.09950147
22908	4950T1537 X	22908	Mayes	CO. RD. N4490	CHEROKEE TP UNDER	4950T1537 X	2-110ft. PC BEAM SPANS, SK82RF	1991	36.212758	-95.011397	220.144	32.7	—	2	8	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22521 BRKEY 22908 NBI No. 22908 On Under 1 Structure No. 4950T1537 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4490 Feature Intersected CHEROKEE TP UNDER Division 08 County 097 Location 15.7 MI.NE OF TP GATE Sufficiency 79 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 29.856 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 8 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 220.144 Deck Width 32.7 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.202 HS Inv. Rating Method 1 HS Inv. Method 34.943 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1811 Min Measured Clearance 1703 NBI Rating 22908 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-110ft. PC BEAM SPANS, SK82RF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T1537 X H Index 100 Latitude 36:12:45.93 Longitude -95:00:41.03 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4490 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15.70 NBI Text 22908 Vault Link http://plansrv1/bridgemaintvault/b22908 GIS FO/SD Meets Standards H Inv. Method 32.518 Latitude DD 36.212758 Longitude DD -95.011397 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22521 x -10576620.3335976 y 4329936.1740194
22907	4950T1469 X	22907	Mayes	CO. RD. N4480	CHEROKEE TP UNDER	4950T1469 X	2-110ft. PC BEAM SPANS	1991	36.212067	-95.029394	220.144	32.7	—	2	0	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22520 BRKEY 22907 NBI No. 22907 On Under 1 Structure No. 4950T1469 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4480 Feature Intersected CHEROKEE TP UNDER Division 08 County 097 Location 14.6 MI.NE OF TP GATE Sufficiency 79 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 29.856 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 220.144 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 58.202 HS Inv. Rating Method 1 HS Inv. Method 34.943 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1811 Min Measured Clearance 1704 NBI Rating 22907 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-110ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T1469 X H Index 88.9798 Latitude 36:12:43.44 Longitude -95:01:45.82 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4480 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14.69 NBI Text 22907 Vault Link http://plansrv1/bridgemaintvault/b22907 GIS FO/SD Meets Standards H Inv. Method 32.518 Latitude DD 36.212067 Longitude DD -95.029394 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22520 x -10578623.7504734 y 4329840.83603671
22906	4950T1371 X	22906	Mayes	CO. RD. N4470	CHEROKEE TP UNDER	4950T1371 X	2-110ft. P.C.BEAM SPANS	1991	36.211675	-95.047	220.144	32.799	—	2	0	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22501 BRKEY 22906 NBI No. 22906 On Under 1 Structure No. 4950T1371 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4470 Feature Intersected CHEROKEE TP UNDER Division 08 County 097 Location 13.7 MI.NE OF TP GATE Sufficiency 79 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 29.856 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 220.144 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. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 58.202 HS Inv. Rating Method 1 HS Inv. Method 34.943 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1710 Max Measured Clearance 1810 Min Measured Clearance 1710 NBI Rating 22906 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-110ft. P.C.BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T1371 X H Index 100 Latitude 36:12:42.03 Longitude -95:02:49.2 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4470 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13.71 NBI Text 22906 Vault Link http://plansrv1/bridgemaintvault/b22906 GIS FO/SD Meets Standards H Inv. Method 32.518 Latitude DD 36.211675 Longitude DD -95.047 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22501 x -10580583.6414283 y 4329786.75176668
22905	4950T1270 X	22905	Mayes	CO. RD. N4460	CHEROKEE TP UNDER	4950T1270 X	20110ft. PC BEAM SPANS	1991	36.211661	-95.065008	220	32.7	—	2	0	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22500 BRKEY 22905 NBI No. 22905 On Under 1 Structure No. 4950T1270 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4460 Feature Intersected CHEROKEE TP UNDER Division 08 County 097 Location 12.7 MI.NE OF TP GATE Sufficiency 79 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 29.856 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 220 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 58.202 HS Inv. Rating Method 1 HS Inv. Method 34.943 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1709 Min Measured Clearance 1701 NBI Rating 22905 ODOT County 49 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 20110ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4950T1270 X H Index 89.6812 Latitude 36:12:41.98 Longitude -95:03:54.03 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4460 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12.70 NBI Text 22905 Vault Link http://plansrv1/bridgemaintvault/b22905 GIS FO/SD Meets Standards H Inv. Method 32.518 Latitude DD 36.211661 Longitude DD -95.065008 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22500 x -10582588.2828185 y 4329784.82019062
22904	2144T1215 X	22904	Delaware	CO. RD. N4610	CHEROKEE TP UNDER	2144T1215 X	2-113ft. P.C.BEAM SPANS, SK62LF	1991	36.21359722	-94.797475	226.05	32.7	—	2	28	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22499 BRKEY 22904 NBI No. 22904 On Under 1 Structure No. 2144T1215 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4610 Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 12.15 MI E OF C/L Sufficiency 67.8 Kind Hwy 4 Level Service 1 Route No. N4610 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 29.856 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 226.05 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 71.65 HS Inv. Rating Method 1 HS Inv. Method 42.88 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1907 Min Measured Clearance 1708 NBI Rating 22904 ODOT County 21 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 2-113ft. P.C.BEAM SPANS, SK62LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144T1215 X H Index 100 Latitude 36:12:48.95 Longitude -94:47:50.91 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4610 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27.85 NBI Text 22904 Vault Link http://plansrv1/bridgemaintvault/b22904 GIS FO/SD Meets Standards H Inv. Method 41.998 Latitude DD 36.21359722 Longitude DD -94.797475 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22499 x -10552806.6454881 y 4330051.96320054
22903	2144T0099 X	22903	Delaware	CO. RD. N4500	CHEROKEE TP UNDER	2144T0099 X	2-110ft. P.C.BEAM SPANS	1991	36.21556111	-94.99405278	220.144	32.7	—	2	0	4	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	S	5000	2022	5	Unmatched
Raw data OBJECTID 22498 BRKEY 22903 NBI No. 22903 On Under 1 Structure No. 2144T0099 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4500 Feature Intersected CHEROKEE TP UNDER Division 08 County 041 Location 0.99 MI E OF C/L Sufficiency 65.8 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System S Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 220.144 Deck Width 32.7 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77.9 HS Inv. Rating Method 1 HS Inv. Method 46.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1905 Min Measured Clearance 1703 NBI Rating 22903 ODOT County 21 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 2-110ft. P.C.BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2144T0099 X H Index 100 Latitude 36:12:56.02 Longitude -94:59:38.59 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4500 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 16.69 NBI Text 22903 Vault Link http://plansrv1/bridgemaintvault/b22903 GIS FO/SD FO H Inv. Method 39 Latitude DD 36.21556111 Longitude DD -94.99405278 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22498 x -10574689.5838589 y 4330322.93063249
22902	0304 0179WX	22902	Atoka	U.S. 69	MUDDY BOGGY CREEK O'FLOW	0304 0179WX	(3) 70ft. PC BEAM	1991	34.39790278	-96.12209444	210	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8150	2022	5	Unmatched
Raw data OBJECTID 22497 BRKEY 22902 NBI No. 22902 On Under 1 Structure No. 0304 0179WX Control No. 004 Lane Ind. W Milepoint 01790 Facility Carried U.S. 69 Feature Intersected MUDDY BOGGY CREEK O'FLOW Division 02 County 005 Location 1.79 N JCT SH-7 Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 8150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 45.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22902 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 70ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0304 0179WX H Index 91.4487 Latitude 34:23:52.45 Longitude -96:07:19.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18 NBI Text 22902 Vault Link http://plansrv1/bridgemaintvault/b22902 GIS FO/SD Meets Standards H Inv. Method 35.3 Latitude DD 34.39790278 Longitude DD -96.12209444 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22497 x -10700262.6070437 y 4082356.60902103
22901	0304 0179EX	22901	Atoka	U.S. 69	MUDDY BOGGY CREEK O'FLOW	0304 0179EX	(3) 70ft. PC BEAM	1991	34.39765278	-96.12190278	210	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	4	Unmatched
Raw data OBJECTID 22496 BRKEY 22901 NBI No. 22901 On Under 1 Structure No. 0304 0179EX Control No. 004 Lane Ind. E Milepoint 01790 Facility Carried U.S. 69 Feature Intersected MUDDY BOGGY CREEK O'FLOW Division 02 County 005 Location 1.79 N JCT SH-7 Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1991 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 41.001 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 45.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22901 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 70ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0304 0179EX H Index 91.3818 Latitude 34:23:51.55 Longitude -96:07:18.85 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 17 NBI Text 22901 Vault Link http://plansrv1/bridgemaintvault/b22901 GIS FO/SD Meets Standards H Inv. Method 35.3 Latitude DD 34.39765278 Longitude DD -96.12190278 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22496 x -10700241.2715501 y 4082322.88137783
22900	5563 0525 X	22900	Oklahoma	HEFNER RD.	S.H. 74 UNDER	5563 0510 X	215ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK.61 DEG 29ft.53ft.	1991	35.58006667	-97.57956667	215.167	79.747	—	1	28	5	63.999	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.5	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)	B	5000	2022	5	Unmatched
Raw data OBJECTID 22477 BRKEY 22900 NBI No. 22900 On Under 1 Structure No. 5563 0525 X Control No. Lane Ind. Milepoint Facility Carried HEFNER RD. Feature Intersected S.H. 74 UNDER Division 04 County 109 Location 5.1 MI N I-44 Sufficiency 96.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1991 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 1 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 14.997 Underclearance Left 9.8 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 215.167 Deck Width 79.747 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 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 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1807 Min Measured Clearance 1608 NBI Rating 22900 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. 1 DK Surf. Type 1 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 215ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK.61 DEG 29ft.53ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563 0510 X H Index 90.9193 Latitude 35:34:48.24 Longitude -97:34:46.44 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name HEFNER RD. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22900 Vault Link http://plansrv1/bridgemaintvault/b22900 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.58006667 Longitude DD -97.57956667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22477 x -10862507.6735327 y 4242991.98030845
22896	5586T0528 X	22896	Oklahoma	NW 32ND ST.	KILPATRICK TP UNDER	5586T0499 X	2-99ft. PCB SPAN BRIDG	1991	35.60375	-97.52116389	197.999	41.667	—	2	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	U	1635	2022	5	Unmatched
Raw data OBJECTID 22473 BRKEY 22896 NBI No. 22896 On Under 1 Structure No. 5586T0528 X Control No. Lane Ind. Milepoint Facility Carried NW 32ND ST. Feature Intersected KILPATRICK TP UNDER Division 04 County 109 Location 129.85 Sufficiency 93.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1991 ADT Total 1635 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.999 Deck Width 41.667 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 116.6 HS Inv. Rating Method 1 HS Inv. Method 64.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2616 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1705 Min Measured Clearance 1701 NBI Rating 22896 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 6.001 Description 2-99ft. PCB SPAN BRIDG Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0499 X H Index 99.24 Latitude 35:36:13.5 Longitude -97:31:16.19 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name NW 32ND ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 129.85 NBI Text 22896 Vault Link http://plansrv1/bridgemaintvault/b22896 GIS FO/SD FO H Inv. Method 57 Latitude DD 35.60375 Longitude DD -97.52116389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22473 x -10856006.3058022 y 4246234.07512691
22895	5586T0634 X	22895	Oklahoma	PAWNEE AVE.	KILPATRICK TP UNDER	5586T0605 X	2-106ft. PCB SPAN BRID	1991	35.60916389	-97.53881667	212.927	42.001	—	2	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	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	17 - Collector (Urban)	U	160	2022	5	Unmatched
Raw data OBJECTID 22472 BRKEY 22895 NBI No. 22895 On Under 1 Structure No. 5586T0634 X Control No. Lane Ind. Milepoint Facility Carried PAWNEE AVE. Feature Intersected KILPATRICK TP UNDER Division 04 County 109 Location 128.80 Sufficiency 97.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1991 ADT Total 160 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.927 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 106.6 HS Inv. Rating Method 1 HS Inv. Method 64.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 256 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2010 Max Measured Clearance 2206 Min Measured Clearance 1701 NBI Rating 22895 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 6.001 Description 2-106ft. PCB SPAN BRID Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5586T0605 X H Index 100 Latitude 35:36:32.99 Longitude -97:32:19.74 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name PAWNEE AVE Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 128.80 NBI Text 22895 Vault Link http://plansrv1/bridgemaintvault/b22895 GIS FO/SD Meets Standards H Inv. Method 51.8 Latitude DD 35.60916389 Longitude DD -97.53881667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22472 x -10857971.4042829 y 4246975.33640672
21780	6423 0295 X	21780	Pushmataha	S.H. 43	CREEK	6423 0295 X	(3) 8ft. X 5.5ft. X 42.5ft. LONG RCB	1988	34.57139722	-95.62205	27.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	300	2022	5	Unmatched
Raw data OBJECTID 22459 BRKEY 21780 NBI No. 21780 On Under 1 Structure No. 6423 0295 X Control No. 023 Lane Ind. Milepoint 02950 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 2.95 E ATOKA C/L Sufficiency 91.5 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 41.001 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 1988 ADT Total 300 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 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 27.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 89.99977 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 21780 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 8ft. X 5.5ft. X 42.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6423 0295 X H Index 100 Latitude 34:34:17.03 Longitude -95:37:19.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 104 NBI Text 21780 Vault Link http://plansrv1/bridgemaintvault/b21780 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.57139722 Longitude DD -95.62205 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22459 x -10644597.9146089 y 4105787.21048168
21779	6424 0064 X	21779	Pushmataha	S.H. 43	CREEK	6424 0064 X	(2) 10ft. X 3.5ft. X 37.5ft. LONG RCB	1988	34.63011111	-95.50527778	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 22458 BRKEY 21779 NBI No. 21779 On Under 1 Structure No. 6424 0064 X Control No. 024 Lane Ind. Milepoint 00640 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 0.64 E PITTSBURG C/L Sufficiency 90 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 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 1988 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 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 832 Future ADT Year 2042 Bypass Detour 89.99977 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 21779 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 3.5ft. X 37.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0064 X H Index 100 Latitude 34:37:48.4 Longitude -95:30:19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 112 NBI Text 21779 Vault Link http://plansrv1/bridgemaintvault/b21779 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.63011111 Longitude DD -95.50527778 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22458 x -10631598.8905397 y 4113727.64477102
21778	6424 0035 X	21778	Pushmataha	S.H. 43	CREEK	6424 0035 X	(2) 10ft. X 7ft. X 47.5ft. LONG RCB	1988	34.62752778	-95.50918889	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 22457 BRKEY 21778 NBI No. 21778 On Under 1 Structure No. 6424 0035 X Control No. 024 Lane Ind. Milepoint 00350 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 0.35 E PITTSBURG C/L Sufficiency 90 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.001 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 1988 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 832 Future ADT Year 2042 Bypass Detour 89.99977 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 21778 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 7ft. X 47.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0035 X H Index 99.6525 Latitude 34:37:39.1 Longitude -95:30:33.08 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 111 NBI Text 21778 Vault Link http://plansrv1/bridgemaintvault/b21778 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.62752778 Longitude DD -95.50918889 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22457 x -10632034.2733134 y 4113378.15852721
22063	7024 1333 X	22063	Texas	S.H. 3	CHIQUITA CREEK	7024 1333 X	3-70ft. PC BM. SPANS	1988	36.61646667	-101.00315278	209.974	46.001	—	3	0	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 22451 BRKEY 22063 NBI No. 22063 On Under 1 Structure No. 7024 1333 X Control No. 024 Lane Ind. Milepoint 13330 Facility Carried S.H. 3 Feature Intersected CHIQUITA CREEK Division 06 County 139 Location 2.7 MI W BEAVER CO Sufficiency 93.9 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1988 ADT Total 1500 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 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 209.974 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 83.2 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 50.952437 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 22063 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PC BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7024 1333 X H Index 89.1148 Latitude 36:36:59.28 Longitude -101:00:11.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 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 22063 Vault Link http://plansrv1/bridgemaintvault/b22063 GIS FO/SD Meets Standards H Inv. Method 28.5 Latitude DD 36.61646667 Longitude DD -101.00315278 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22451 x -11243619.5359848 y 4385781.16995826
22062	5542 0184 X	22062	Oklahoma	NE 13TH ST.	I-235 UNDER	5542 0184 X	2-106ft. POST-TENSIONED CONC. BOX GIRDER SPANS	1988	35.48246944	-97.51028611	213.461	86.001	—	2	0	5	70	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	4000	2022	5	Unmatched
Raw data OBJECTID 22450 BRKEY 22062 NBI No. 22062 On Under 1 Structure No. 5542 0184 X Control No. Lane Ind. Milepoint Facility Carried NE 13TH ST. Feature Intersected I-235 UNDER Division 04 County 109 Location 1.8 MI N OF I-40 Sufficiency 83.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 70 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 1988 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 70 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 70 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 213.461 Deck Width 86.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 5 Sub Rating 6 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 48 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1705 Max Measured Clearance 1708 Min Measured Clearance 1702 NBI Rating 22062 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. 1 DK Surf. Type 1 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 2-106ft. POST-TENSIONED CONC. BOX GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0184 X H Index 92.0545 Latitude 35:28:56.89 Longitude -97:30:37.03 I257A 0 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name NE 13TH ST. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22062 Vault Link http://plansrv1/bridgemaintvault/b22062 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.48246944 Longitude DD -97.51028611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22450 x -10854795.3968716 y 4229641.65251172
21865	1653 0360 X	21865	Comanche	U.S. 62 (ROGERS LN	EAST BRANCH CREEK	1653 0360 X	13ft.-17ft.-13 X 10ft.X 169ft. R.C.B.	1988	34.63793611	-98.43893611	63.976	0	—	3	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	19700	2022	5	Unmatched
Raw data OBJECTID 22436 BRKEY 21865 NBI No. 21865 On Under 1 Structure No. 1653 0360 X Control No. 053 Lane Ind. Milepoint 03600 Facility Carried U.S. 62 (ROGERS LN Feature Intersected EAST BRANCH CREEK Division 07 County 031 Location .1 E OF 38TH ON ROGERS Sufficiency 77.4 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 68.031 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 1988 ADT Total 19700 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 68.031 Span Type Main M Material 1 - Concrete Design 19 Length 63.976 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31520 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 21865 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 13ft.-17ft.-13 X 10ft.X 169ft. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1653 0360 X H Index 100 Latitude 34:38:16.57 Longitude -98:26:20.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 (ROGERS LN Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 102 NBI Text 21865 Vault Link http://plansrv1/bridgemaintvault/b21865 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.63793611 Longitude DD -98.43893611 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22436 x -10958172.2419968 y 4114786.31765613
22057	6002 0329 X	22057	Payne	S.H. 18 / S.H. 33	BIG CREEK	6002 0329 X	3-70ft. PRESTRESSED CONC BM SPANS W/ SLOPED-FACE PARAPETS	1988	35.98584722	-96.86735278	208.99	42.999	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.5	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	5600	2022	5	Unmatched
Raw data OBJECTID 22427 BRKEY 22057 NBI No. 22057 On Under 1 Structure No. 6002 0329 X Control No. 002 Lane Ind. Milepoint 03290 Facility Carried S.H. 18 / S.H. 33 Feature Intersected BIG CREEK Division 04 County 119 Location 3.3 MI N&E LINCOLN CL Sufficiency 86.5 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1988 ADT Total 5600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 208.99 Deck Width 42.999 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 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 52 HS Inv. Rating Method 3 HS Inv. Method 40.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8960 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 _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 22057 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CONC BM SPANS W/ SLOPED-FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6002 0329 X H Index 97.9653 Latitude 35:59:09.05 Longitude -96:52:02.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18, 33 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 22057 Vault Link http://plansrv1/bridgemaintvault/b22057 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 35.98584722 Longitude DD -96.86735278 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22427 x -10783224.385962 y 4298674.1460467
22056	7290 0168SX	22056	Tulsa	S.H. 11 EB	YALE AVE. UNDER	7290 0168SX	92ft.-117ft.CON PLT GRDR	1988	36.198219	-95.922728	208.999	59.055	—	2	21	3	56.102	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	12850	2022	5	Unmatched
Raw data OBJECTID 22426 BRKEY 22056 NBI No. 22056 On Under 1 Structure No. 7290 0168SX Control No. 090 Lane Ind. S Milepoint 01680 Facility Carried S.H. 11 EB Feature Intersected YALE AVE. UNDER Division 08 County 143 Location 1.5 MI E US 75 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.774 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 1988 ADT Total 12850 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 2 Road Width 56.102 Ref. Underclearance Rt. H Underclearance Right 6 Underclearance Left 6 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 208.999 Deck Width 59.055 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20560 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 1607 Max Measured Clearance 1606 Min Measured Clearance 1605 NBI Rating 22056 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 92ft.-117ft.CON PLT GRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0168SX H Index 94.9071 Latitude 36:11:53.59 Longitude -95:55:21.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 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 22056 Vault Link http://plansrv1/bridgemaintvault/b22056 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.198219 Longitude DD -95.922728 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22426 x -10678069.2364617 y 4327930.39065314
22055	7290 0168NX	22055	Tulsa	S.H. 11 WB	YALE AVE. UNDER	7290 0168NX	92ft.-116ft. PLATE GIRDER SPANS SK. 69 DEG. 51ft.33ft.	1988	36.1986	-95.922728	207.999	59.055	—	2	21	3	56.102	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	13550	2022	5	Unmatched
Raw data OBJECTID 22425 BRKEY 22055 NBI No. 22055 On Under 1 Structure No. 7290 0168NX Control No. 090 Lane Ind. N Milepoint 01680 Facility Carried S.H. 11 WB Feature Intersected YALE AVE. UNDER Division 08 County 143 Location 1.5 MI E US 75 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.774 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 1988 ADT Total 13550 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 2 Road Width 56.102 Ref. Underclearance Rt. H Underclearance Right 6 Underclearance Left 6 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 207.999 Deck Width 59.055 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21680 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 1607 Max Measured Clearance 1709 Min Measured Clearance 1704 NBI Rating 22055 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 92ft.-116ft. PLATE GIRDER SPANS SK. 69 DEG. 51ft.33ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0168NX H Index 96.522 Latitude 36:11:54.96 Longitude -95:55:21.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 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 22055 Vault Link http://plansrv1/bridgemaintvault/b22055 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.1986 Longitude DD -95.922728 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22425 x -10678069.2364617 y 4327982.94821229
22054	6340 1213 X	22054	Pottawatomie	KICKAPOO (FAS 6329	I-40 UNDER	6340 1213 X	2-100ft. PRESTRESSED C	1988	35.38365833	-96.92964167	203.084	75.459	—	2	0	4	66.929	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	17750	2022	5	Unmatched
Raw data OBJECTID 22424 BRKEY 22054 NBI No. 22054 On Under 1 Structure No. 6340 1213 X Control No. Lane Ind. Milepoint Facility Carried KICKAPOO (FAS 6329 Feature Intersected I-40 UNDER Division 03 County 125 Location 12.1 MI E OK C/L Sufficiency 88.1 Kind Hwy 4 Level Service 1 Route No. 06329 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 66.929 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1988 ADT Total 17750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 66.929 Ref. Underclearance Rt. H Underclearance Right 15.092 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 66.929 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 203.084 Deck Width 75.459 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 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 105.8 HS Inv. Rating Method 1 HS Inv. Method 37.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28400 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22054 ODOT County 63 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 5.906 Description 2-100ft. PRESTRESSED C Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6340 1213 X H Index 96.5747 Latitude 35:23:01.17 Longitude -96:55:46.71 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name KICKAPOO (FAS 6329 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 22054 Vault Link http://plansrv1/bridgemaintvault/b22054 GIS FO/SD Meets Standards H Inv. Method 25.7 Latitude DD 35.38365833 Longitude DD -96.92964167 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22424 x -10790158.3534789 y 4216141.78178417
21958	4108 1115 X	21958	Lincoln	S.H. 66	DOSIE CREEK	4108 1115 X	3-30ft. CONC SLAB SPAN	1988	35.73760278	-96.71723333	89.895	46.916	—	3	0	2	43.963	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.5	Good (7)	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	2800	2022	4	Unmatched
Raw data OBJECTID 22421 BRKEY 21958 NBI No. 21958 On Under 1 Structure No. 4108 1115 X Control No. 008 Lane Ind. Milepoint 11150 Facility Carried S.H. 66 Feature Intersected DOSIE CREEK Division 03 County 081 Location 11.1 MI E JCT SH 18 Sufficiency 90.5 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1988 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.963 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 1 - Concrete Design 01 Length 89.895 Deck Width 46.916 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 110 HS Inv. Rating Method 1 HS Inv. Method 66 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 44.117354 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 21958 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-30ft. CONC SLAB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4108 1115 X H Index 99.0421 Latitude 35:44:15.37 Longitude -96:43:02.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 21958 Vault Link http://plansrv1/bridgemaintvault/b21958 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 35.73760278 Longitude DD -96.71723333 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22421 x -10766513.1652298 y 4264575.72825227
22053	7281 1437 X	22053	Tulsa	E. 126 ST. N	U.S. 169 UNDER	7281 1437 X	2-100ft. PRESTRESSED C	1988	36.33638889	-95.82083333	200.131	62.999	—	2	0	4	60	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	1000	2022	5	Unmatched
Raw data OBJECTID 22405 BRKEY 22053 NBI No. 22053 On Under 1 Structure No. 7281 1437 X Control No. Lane Ind. Milepoint Facility Carried E. 126 ST. N Feature Intersected U.S. 169 UNDER Division 08 County 143 Location 14.3 MI N OF I-44 Sufficiency 98.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1988 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 200.131 Deck Width 62.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 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 8 HS Operating Rating Method 1 HS Operating Rating 87.7 HS Inv. Rating Method 1 HS Inv. Method 38.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1707 Min Measured Clearance 1609 NBI Rating 22053 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PRESTRESSED C Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 1437 X H Index 98.2164 Latitude 36:20:11 Longitude -95:49:15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name E 126 ST N 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 22053 Vault Link http://plansrv1/bridgemaintvault/b22053 GIS FO/SD Meets Standards H Inv. Method 26.4 Latitude DD 36.33638889 Longitude DD -95.82083333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22405 x -10666726.3736827 y 4347007.2335465
22052	7293 0938 X	22052	Tulsa	86TH ST.	U.S. 75 UNDER	7293 0938 X	2-100ft. PRESTRESSED C	1988	36.27833333	-95.92361111	203.084	71.001	—	2	0	2	67.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1000	2022	5	Unmatched
Raw data OBJECTID 22404 BRKEY 22052 NBI No. 22052 On Under 1 Structure No. 7293 0938 X Control No. Lane Ind. Milepoint Facility Carried 86TH ST. Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 9.3 MI N OF I-244 Sufficiency 99.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1988 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 203.084 Deck Width 71.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88 HS Inv. Rating Method 1 HS Inv. Method 40.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1705 Min Measured Clearance 1611 NBI Rating 22052 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PRESTRESSED C Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0938 X H Index 98.2235 Latitude 36:16:42 Longitude -95:55:25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name 86TH ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22052 Vault Link http://plansrv1/bridgemaintvault/b22052 GIS FO/SD Meets Standards H Inv. Method 27.8 Latitude DD 36.27833333 Longitude DD -95.92361111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22404 x -10678167.5438172 y 4338987.50508907
22051	7293 0837 X	22051	Tulsa	76TH ST.	U.S. 75 UNDER	7293 0837 X	2-100ft. PRESTRESSED C	1988	36.26388889	-95.92361111	203.084	47.001	—	2	0	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	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)	C	400	2022	5	Unmatched
Raw data OBJECTID 22403 BRKEY 22051 NBI No. 22051 On Under 1 Structure No. 7293 0837 X Control No. Lane Ind. Milepoint Facility Carried 76TH ST. Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 8.3 MI N OF I-244 Sufficiency 97.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1988 ADT Total 400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 43.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 203.084 Deck Width 47.001 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 8 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 87 HS Inv. Rating Method 1 HS Inv. Method 39.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 640 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1710 Min Measured Clearance 1700 NBI Rating 22051 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PRESTRESSED C Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0837 X H Index 97.0935 Latitude 36:15:50 Longitude -95:55:25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name 76TH ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22051 Vault Link http://plansrv1/bridgemaintvault/b22051 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.26388889 Longitude DD -95.92361111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22403 x -10678167.5438172 y 4336993.09363973
22050	0426 1298 X	22050	Beaver	S.H. 3	S. FORK CLEAR CREEK	0426 1298 X	3-65ft. PRESTRESSED CO	1988	36.61624167	-100.59574722	194.882	46.001	—	3	30	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 22402 BRKEY 22050 NBI No. 22050 On Under 1 Structure No. 0426 1298 X Control No. 026 Lane Ind. Milepoint 12980 Facility Carried S.H. 3 Feature Intersected S. FORK CLEAR CREEK Division 06 County 007 Location 12.9 MI.E. JCT. US 83 Sufficiency 87 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1988 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 194.882 Deck Width 46.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.9 HS Inv. Rating Method 1 HS Inv. Method 35.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 60.894376 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 22050 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0426 1298 X H Index 89.6628 Latitude 36:36:58.47 Longitude -100:35:44.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 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 22050 Vault Link http://plansrv1/bridgemaintvault/b22050 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 36.61624167 Longitude DD -100.59574722 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22402 x -11198267.3564993 y 4385749.96461229
22049	0426 0798 X	22049	Beaver	S.H. 3	NORTH FORK CLEAR CREEK	0426 0798 X	3-65ft. PRESTRESSED CO	1988	36.61635	-100.68544167	194.882	46.001	—	3	30	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.1	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2200	2022	5	Unmatched
Raw data OBJECTID 22401 BRKEY 22049 NBI No. 22049 On Under 1 Structure No. 0426 0798 X Control No. 026 Lane Ind. Milepoint 07980 Facility Carried S.H. 3 Feature Intersected NORTH FORK CLEAR CREEK Division 06 County 007 Location 7.9 MI.E. JCT. US 83 Sufficiency 86.1 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1988 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 194.882 Deck Width 46.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.9 HS Inv. Rating Method 1 HS Inv. Method 35.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 60.894376 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 22049 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0426 0798 X H Index 88.9968 Latitude 36:36:58.86 Longitude -100:41:07.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 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 22049 Vault Link http://plansrv1/bridgemaintvault/b22049 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 36.61635 Longitude DD -100.68544167 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22401 x -11208252.0970002 y 4385764.98893483
22048	7283 0465 X	22048	Tulsa	U.S. 169	E 61 ST S UNDER	7283 0465 X	2-95ft. PRESTRESSED CO	1988	36.07517222	-95.85921667	190	139	—	2	0	6	67	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	123200	2022	5	Unmatched
Raw data OBJECTID 22400 BRKEY 22048 NBI No. 22048 On Under 1 Structure No. 7283 0465 X Control No. 083 Lane Ind. Milepoint 04650 Facility Carried U.S. 169 Feature Intersected E 61 ST S UNDER Division 08 County 143 Location S 61 ST & US 169 Sufficiency 64 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67 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 1988 ADT Total 123200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 67 Ref. Underclearance Rt. H Underclearance Right 9.101 Underclearance Left 16.499 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 67 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 190 Deck Width 139 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 47.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 197120 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1703 Min Measured Clearance 1606 NBI Rating 22048 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-95ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0465 X H Index 98.997 Latitude 36:04:30.62 Longitude -95:51:33.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22048 Vault Link http://plansrv1/bridgemaintvault/b22048 GIS FO/SD FO H Inv. Method 33.3 Latitude DD 36.07517222 Longitude DD -95.85921667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22400 x -10670999.1875465 y 4310969.88957926
21952	3012 0403 X	21952	Harper	U.S. 270	CREEK	3012 0403 X	85ft. PRESTRESSED CONC	1988	36.62254722	-99.93187778	84.974	46.1	—	1	0	2	43.8	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2300	2022	4	Unmatched
Raw data OBJECTID 22397 BRKEY 21952 NBI No. 21952 On Under 1 Structure No. 3012 0403 X Control No. 012 Lane Ind. Milepoint 04030 Facility Carried U.S. 270 Feature Intersected CREEK Division 06 County 059 Location 3.9 MI E BEAVER C/L Sufficiency 87.7 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.8 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 1988 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 43.8 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 84.974 Deck Width 46.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 65.243975 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 21952 ODOT County 30 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 85ft. PRESTRESSED CONC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3012 0403 X H Index 88.1949 Latitude 36:37:21.17 Longitude -99:55:54.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 21952 Vault Link http://plansrv1/bridgemaintvault/b21952 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.62254722 Longitude DD -99.93187778 ODOT County Number 30 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22397 x -11124365.7484852 y 4386624.51851844
22047	5542 0154 X	22047	Oklahoma	UTILITY (10TH ST.)	I-235 UNDER	5542 0154 X	91ft.-104ft. PRESTRESSED BOX GIRDER SPANS SK. 95 DEG.	1988	35.478144	-97.509706	195	15.499	—	2	5	6	113.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Single or Spread (06)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	80700	2022	5	Unmatched
Raw data OBJECTID 22381 BRKEY 22047 NBI No. 22047 On Under 2 Structure No. 5542 0154 X Control No. 042 Lane Ind. Milepoint 01540 Facility Carried UTILITY (10TH ST.) Feature Intersected I-235 UNDER Division 04 County 109 Location 1.5 MI N I-35 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.001 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 1988 ADT Total 80700 ADT Year 2022 Design Load Other or Unknown Skew 5 No. Main Spans 2 Road Width 113.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 11.102 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 113.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 06 Length 195 Deck Width 15.499 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 5 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 129120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1907 Max Measured Clearance 2109 Min Measured Clearance 1610 NBI Rating 22047 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 91ft.-104ft. PRESTRESSED BOX GIRDER SPANS SK. 95 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0154 X H Index 43.6362 Latitude 35:28:41.32 Longitude -97:30:34.94 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-235 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 22047 Vault Link http://plansrv1/bridgemaintvault/b22047 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.478144 Longitude DD -97.509706 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22381 x -10854730.8193218 y 4229050.35093929
22046	5542 0153 X	22046	Oklahoma	NE 10TH ST.	I-235 UNDER	5542 0153 X	91ft.-103ft. PRESTRESSED BOX GIRDER SPANS SK.95 DEG.29ft.	1988	35.47797222	-97.50917778	194.882	76.001	—	2	5	5	63.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.8	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 22380 BRKEY 22046 NBI No. 22046 On Under 1 Structure No. 5542 0153 X Control No. Lane Ind. Milepoint Facility Carried NE 10TH ST. Feature Intersected I-235 UNDER Division 04 County 109 Location 1.5 MI N OF I-35 Sufficiency 91.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1988 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 5 No. Main Spans 2 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 10.01 Underclearance Left 11.102 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 194.882 Deck Width 76.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1908 Max Measured Clearance 2200 Min Measured Clearance 1611 NBI Rating 22046 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. 1 DK Surf. Type 1 Lft. Curb SW 5.499 Rt. Curb SW 5.499 Description 91ft.-103ft. PRESTRESSED BOX GIRDER SPANS SK.95 DEG.29ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0153 X H Index 97.0742 Latitude 35:28:40.7 Longitude -97:30:33.04 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 1 Roadway Name NE 10TH ST Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22046 Vault Link http://plansrv1/bridgemaintvault/b22046 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.47797222 Longitude DD -97.50917778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 22380 x -10854672.0181404 y 4229026.86871717
22043	7293 0353EX	22043	Tulsa	S.H. 11/GILCREASE	U.S. 75 UNDER	7290 0000NX	59ft.,96ft.,43ft.PCBM SPAN	1988	36.19981944	-95.94888889	200	70.866	—	3	0	4	67.913	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	18300	2022	5	Unmatched
Raw data OBJECTID 22377 BRKEY 22043 NBI No. 22043 On Under 1 Structure No. 7293 0353EX Control No. 093 Lane Ind. E Milepoint 03530 Facility Carried S.H. 11/GILCREASE Feature Intersected U.S. 75 UNDER Division 08 County 143 Location AT JCT US 75 & SH 11 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.913 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 1988 ADT Total 18300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 67.913 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 4.921 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.913 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 200 Deck Width 70.866 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 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 101 HS Inv. Rating Method 1 HS Inv. Method 43.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 29280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1610 Min Measured Clearance 1608 NBI Rating 22043 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 59ft.,96ft.,43ft.PCBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0000NX H Index 98.3384 Latitude 36:11:59.35 Longitude -95:56:56 I257A 1 I257B 1 I257C 1 I257D 0 I257E 1 I263 2 Roadway Name S.H. 11 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 22043 Vault Link http://plansrv1/bridgemaintvault/b22043 GIS FO/SD Meets Standards H Inv. Method 29.7 Latitude DD 36.19981944 Longitude DD -95.94888889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22377 x -10680981.4534152 y 4328151.16722812
22042	0422 0079 X	22042	Beaver	U.S. 270	CREEK	0422 0079 X	3-60ft. PRESTRESSED CO	1988	36.61616944	-100.50881944	180.118	52.001	—	3	0	2	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.8	Satisfactory (6)	Fair (5)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 22358 BRKEY 22042 NBI No. 22042 On Under 1 Structure No. 0422 0079 X Control No. 022 Lane Ind. Milepoint 00790 Facility Carried U.S. 270 Feature Intersected CREEK Division 06 County 007 Location 0.7 MI.E. JCT. SH23 Sufficiency 77.8 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 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 1988 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 180.118 Deck Width 52.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 8 Sub Rating 7 Chan. Rating 7 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 46.7 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 70.214944 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 22042 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0422 0079 X H Index 98.0895 Latitude 36:36:58.21 Longitude -100:30:31.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22042 Vault Link http://plansrv1/bridgemaintvault/b22042 GIS FO/SD Meets Standards H Inv. Method 21.2 Latitude DD 36.61616944 Longitude DD -100.50881944 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22358 x -11188590.6002939 y 4385739.94702209
22041	5542 0127 X	22041	Oklahoma	HARRISON ST.	I-235 UNDER	5542 0127 X	79ft.-103ft. POST-TENSIONED CONC. BOX GIRDER SPANS	1988	35.474483	-97.508153	182.93	76.001	—	2	7	5	68.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	2000	2022	5	Unmatched
Raw data OBJECTID 22357 BRKEY 22041 NBI No. 22041 On Under 1 Structure No. 5542 0127 X Control No. Lane Ind. Milepoint Facility Carried HARRISON ST. Feature Intersected I-235 UNDER Division 04 County 109 Location 1.2 MI N OF I-40 Sufficiency 95.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 73.999 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 1988 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 2 Road Width 68.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 10 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 68.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 182.93 Deck Width 76.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1802 Max Measured Clearance 1804 Min Measured Clearance 1703 NBI Rating 22041 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 6.001 Description 79ft.-103ft. POST-TENSIONED CONC. BOX GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0127 X H Index 90.4529 Latitude 35:28:28.14 Longitude -97:30:29.35 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 1 Roadway Name HARRISON ST. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22041 Vault Link http://plansrv1/bridgemaintvault/b22041 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.474483 Longitude DD -97.508153 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22357 x -10854557.9401526 y 4228549.90531318
21939	1720 0362 X	21939	Cotton	S.H. 5 B	CREEK	1720 0362 X	75ft. PRESTRESSED CONC BM SPAN SK.30 DEG.	1988	34.22472222	-98.33083333	75.131	33.999	—	1	30	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	120	2022	4	Unmatched
Raw data OBJECTID 22349 BRKEY 21939 NBI No. 21939 On Under 1 Structure No. 1720 0362 X Control No. 020 Lane Ind. Milepoint 03620 Facility Carried S.H. 5 B Feature Intersected CREEK Division 07 County 033 Location 3.6 MI N JCT US 70 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 0005B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1988 ADT Total 120 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 75.131 Deck Width 33.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 192 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 21939 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft. PRESTRESSED CONC BM SPAN SK.30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1720 0362 X H Index 99.9568 Latitude 34:13:29 Longitude -98:19:51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 61 NBI Text 21939 Vault Link http://plansrv1/bridgemaintvault/b21939 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.22472222 Longitude DD -98.33083333 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22349 x -10946138.2955738 y 4059016.79185137
21938	6424 0198 X	21938	Pushmataha	S.H. 43	MAXWELL CREEK	6424 0198 X	(6) 12ft. X 10ft. X 53.5ft. LONG RCB	1988	34.63758611	-95.48378056	78.999	0	—	6	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.2	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	490	2022	5	Unmatched
Raw data OBJECTID 22348 BRKEY 21938 NBI No. 21938 On Under 1 Structure No. 6424 0198 X Control No. 024 Lane Ind. Milepoint 01980 Facility Carried S.H. 43 Feature Intersected MAXWELL CREEK Division 02 County 127 Location 1.98 E PITTSBURG C/L Sufficiency 90.2 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1988 ADT Total 490 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 78.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 130.5 HS Inv. Rating Method 1 HS Inv. Method 78.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 784 Future ADT Year 2042 Bypass Detour 89.99977 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 21938 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (6) 12ft. X 10ft. X 53.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0198 X H Index 98.8691 Latitude 34:38:15.31 Longitude -95:29:01.61 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 113 NBI Text 21938 Vault Link http://plansrv1/bridgemaintvault/b21938 GIS FO/SD Meets Standards H Inv. Method 54.9 Latitude DD 34.63758611 Longitude DD -95.48378056 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22348 x -10629205.8309559 y 4114738.9627416
21843	0317 2214 X	21843	Atoka	S.H. 43	CREEK	0317 2214 X	(3) 10ft. X 8ft. X 49ft. LONG RCB	1988	34.55492222	-95.69602778	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.7	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	480	2022	5	Unmatched
Raw data OBJECTID 22343 BRKEY 21843 NBI No. 21843 On Under 1 Structure No. 0317 2214 X Control No. 017 Lane Ind. Milepoint 22140 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 005 Location 22.14 E JCT US-69 Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 45 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 1988 ADT Total 480 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 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 52.19518 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 21843 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (3) 10ft. X 8ft. X 49ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0317 2214 X H Index 66.9993 Latitude 34:33:17.72 Longitude -95:41:45.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 77 NBI Text 21843 Vault Link http://plansrv1/bridgemaintvault/b21843 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.55492222 Longitude DD -95.69602778 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22343 x -10652833.0834086 y 4103560.14830897
21842	6424 0743 X	21842	Pushmataha	S.H. 43	O'NEAL CREEK	6424 0743 X	(3) 10ft. X 6ft. X 77.1ft. LONG RCB SK 45°	1988	34.64123889	-95.3923	48.1	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	420	2022	5	Unmatched
Raw data OBJECTID 22342 BRKEY 21842 NBI No. 21842 On Under 1 Structure No. 6424 0743 X Control No. 024 Lane Ind. Milepoint 07430 Facility Carried S.H. 43 Feature Intersected O'NEAL CREEK Division 02 County 127 Location 7.43 E PITTSBURG C/L Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.999 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 1988 ADT Total 420 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 48.1 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 672 Future ADT Year 2042 Bypass Detour 89.99977 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 21842 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 6ft. X 77.1ft. LONG RCB SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0743 X H Index 97 Latitude 34:38:28.46 Longitude -95:23:32.28 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 117 NBI Text 21842 Vault Link http://plansrv1/bridgemaintvault/b21842 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.64123889 Longitude DD -95.3923 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22342 x -10619022.2615992 y 4115233.19282463
21841	6424 0519 X	21841	Pushmataha	S.H. 43	CREEK	6424 0519 X	(3) 10ft. X 4ft. X 50.5ft. LONG RCB	1988	34.64082778	-95.43055278	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.7	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	420	2022	5	Unmatched
Raw data OBJECTID 22341 BRKEY 21841 NBI No. 21841 On Under 1 Structure No. 6424 0519 X Control No. 024 Lane Ind. Milepoint 05190 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 5.19 E PITTSBURG C/L Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 48.999 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 1988 ADT Total 420 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 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 672 Future ADT Year 2042 Bypass Detour 89.99977 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 21841 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 4ft. X 50.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0519 X H Index 97.5959 Latitude 34:38:26.98 Longitude -95:25:49.99 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 114 NBI Text 21841 Vault Link http://plansrv1/bridgemaintvault/b21841 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.64082778 Longitude DD -95.43055278 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22341 x -10623280.5415902 y 4115177.5675473
21747	1653 0350 X	21747	Comanche	U.S. 62 (ROGERS LN	EAST BRANCH WOLF CREEK	1653 0350 X	2-10ft.X6ft.X188ft. R.C. BOX	1988	34.63780833	-98.44005833	24.934	0	—	2	60	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	19700	2022	5	Unmatched
Raw data OBJECTID 22337 BRKEY 21747 NBI No. 21747 On Under 1 Structure No. 1653 0350 X Control No. 053 Lane Ind. Milepoint 03500 Facility Carried U.S. 62 (ROGERS LN Feature Intersected EAST BRANCH WOLF CREEK Division 07 County 031 Location 0.1 W OF 38 ON ROGERS LN Sufficiency 79.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 68.031 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 1988 ADT Total 19700 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 68.031 Span Type Main M Material 1 - Concrete Design 19 Length 24.934 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 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31520 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 21747 ODOT County 16 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 2-10ft.X6ft.X188ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1653 0350 X H Index 100 Latitude 34:38:16.11 Longitude -98:26:24.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 (ROGERS LN Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 101 NBI Text 21747 Vault Link http://plansrv1/bridgemaintvault/b21747 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.63780833 Longitude DD -98.44005833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22337 x -10958297.1669557 y 4114769.02903017
22035	7281 1335EX	22035	Tulsa	U.S. 169 NB	S.H. 20 UNDER	7281 1335EX	100ft. PREST CONC BM SPAN	1988	36.32181667	-95.82096111	102.001	42.999	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	9900	2022	5	Unmatched
Raw data OBJECTID 22333 BRKEY 22035 NBI No. 22035 On Under 1 Structure No. 7281 1335EX Control No. 081 Lane Ind. E Milepoint 13350 Facility Carried U.S. 169 NB Feature Intersected S.H. 20 UNDER Division 08 County 143 Location 13.3 MI N OF I-44 Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 102.001 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 90.3 HS Inv. Rating Method 1 HS Inv. Method 40.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1705 Min Measured Clearance 1700 NBI Rating 22035 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 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 1335EX H Index 98.0347 Latitude 36:19:18.54 Longitude -95:49:15.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 22035 Vault Link http://plansrv1/bridgemaintvault/b22035 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 36.32181667 Longitude DD -95.82096111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22333 x -10666740.5980873 y 4344993.68239962
22034	7281 1335WX	22034	Tulsa	U.S. 169 SB	S.H. 20 UNDER	7281 1335WX	100ft. PREST CONC BM SPAN	1988	36.32181667	-95.82140833	102.001	42.999	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	8300	2022	5	Unmatched
Raw data OBJECTID 22332 BRKEY 22034 NBI No. 22034 On Under 1 Structure No. 7281 1335WX Control No. 081 Lane Ind. W Milepoint 13350 Facility Carried U.S. 169 SB Feature Intersected S.H. 20 UNDER Division 08 County 143 Location 13.3 MI N OF I-44 Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 8300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 102.001 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 90.3 HS Inv. Rating Method 1 HS Inv. Method 40.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1800 Min Measured Clearance 1710 NBI Rating 22034 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 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 1335WX H Index 96.4699 Latitude 36:19:18.54 Longitude -95:49:17.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 22034 Vault Link http://plansrv1/bridgemaintvault/b22034 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 36.32181667 Longitude DD -95.82140833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22332 x -10666790.3823899 y 4344993.68239962