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
19161	4004 0409 X	19161	Le Flore	U.S. 59	CREEK	4004 0409 X	(2) 10ft. X 6ft. X 94ft. RCB SK 45°	1976	34.94405833	-94.628475	32.5	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7900	2022	5	Unmatched
Raw data OBJECTID 18744 BRKEY 19161 NBI No. 19161 On Under 1 Structure No. 4004 0409 X Control No. 004 Lane Ind. Milepoint 04090 Facility Carried U.S. 59 Feature Intersected CREEK Division 02 County 079 Location 4.09 N JCT US-270 Sufficiency 85 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 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 1976 ADT Total 7900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.5 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 134.3 HS Inv. Rating Method 1 HS Inv. Method 80.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12640 Future ADT Year 2042 Bypass Detour 28.2 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 19161 ODOT County 40 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 6ft. X 94ft. RCB SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0409 X H Index 98.02 Latitude 34:56:38.61 Longitude -94:37:42.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 028 NBI Text 19161 Vault Link http://plansrv1/bridgemaintvault/b19161 GIS FO/SD Meets Standards H Inv. Method 60.4 Latitude DD 34.94405833 Longitude DD -94.628475 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18744 x -10533993.651544 y 4156281.49084779
18147	6810 2148 X	18147	Sequoyah	U.S. 64	ARK RIVER & R.R./ CO.RD.	6810 2148 X	(540ft. CONT.)(480ft. CONT.)(530ft. CONT.)(970ft. CONT.)(259ft. CONT.)(308ft. CONT) PLATES GIRDER SPANS	1973	35.395261	-94.437306	3087.001	75.5	—	14	0	4	59.7	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57	Fair (5)	Good (7)	Fair (5)	Good (7)	Not applicable (N)	21 - Other State Agencies	21 - Other State Agencies	1 - On Highway	14 - Other Principal Arterial (Urban)	C	32947	2022	5	Unmatched
Raw data OBJECTID 18734 BRKEY 18147 NBI No. 18147 On Under 1 Structure No. 6810 2148 X Control No. 010 Lane Ind. Milepoint 21480 Facility Carried U.S. 64 Feature Intersected ARK RIVER & R.R./ CO.RD. Division 01 County 135 Location OK/ARK STATE LINE Sufficiency 57 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 8 Vertical Clearance _ Horizontal Clearance 30.8 Bridge System C Owner 21 - Other State Agencies Custodian 21 - Other State Agencies Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1973 ADT Total 32947 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 14 Road Width 59.7 Ref. Underclearance Rt. H Underclearance Right 4.1 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 84 Span Type Main M Material 4 - Steel Continuous Design 03 Length 3087.001 Deck Width 75.5 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 5 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 52715 Future ADT Year 2042 Bypass Detour 5 School Bus Rte. 0 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18147 ODOT County 68 Nav. Control 1 Nav. HC 250 Lft. Br. Nav. Cl. 0 Nav. VC 52.8 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description (540ft. CONT.)(480ft. CONT.)(530ft. CONT.)(970ft. CONT.)(259ft. CONT.)(308ft. CONT) PLATES GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6810 2148 X H Index 59.5617 Latitude 35:23:42.94 Longitude -94:26:14.3 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 Scour 5 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18147 Vault Link http://plansrv1/bridgemaintvault/b18147 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.395261 Longitude DD -94.437306 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18734 x -10512712.8158086 y 4217726.11556864
18146	7209 0664NX	18146	Tulsa	I-244 WB	I-444 & SK&O R.R. UNDER	7209 0664NX	(38ft.-59ft.-36ft.)(64ft.-74ft.-71ft.)(2-80ft.)(82ft.-103ft.-82ft.)46ft.(90ft.-103ft.)53ft.(71ft.-119ft.-119ft.-92ft.)79ft.,63ft.(82ft.-131ft.) PLATE GIRDER, VAR. SKEW, VAR. CURVATURE	1971	36.16074167	-95.98480833	1817.913	39.8	—	23	99	2	37.999	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.7	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	32000	2022	5	Unmatched
Raw data OBJECTID 18733 BRKEY 18146 NBI No. 18146 On Under 1 Structure No. 7209 0664NX Control No. 009 Lane Ind. N Milepoint 06640 Facility Carried I-244 WB Feature Intersected I-444 & SK&O R.R. UNDER Division 08 County 143 Location 6.6 MI N I-44 Sufficiency 82.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 32000 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 23 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 2.661 Underclearance Left 2.661 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 1817.913 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.6 HS Inv. Rating Method 2 HS Inv. Method 35.7 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 51200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1503 Max Measured Clearance 1500 Min Measured Clearance 1409 NBI Rating 18146 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (38ft.-59ft.-36ft.)(64ft.-74ft.-71ft.)(2-80ft.)(82ft.-103ft.-82ft.)46ft.(90ft.-103ft.)53ft.(71ft.-119ft.-119ft.-92ft.)79ft.,63ft.(82ft.-131ft.) PLATE GIRDER, VAR. SKEW, VAR. CURVATURE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0664NX H Index 86.6774 Latitude 36:09:38.67 Longitude -95:59:05.31 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name I-244 WB OVER Scour N Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18146 Vault Link http://plansrv1/bridgemaintvault/b18146 GIS FO/SD FO H Inv. Method 16.2 Latitude DD 36.16074167 Longitude DD -95.98480833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18733 x -10684979.9871856 y 4322761.77901089
18059	7209 0579NX	18059	Tulsa	I-244 U.S. 64 WB	DENVER AVE. UNDER	7209 0579NX	29ft.,75ft.,32ft.PLTGRDR S	1971	36.160619	-95.999353	141.076	71.001	—	3	11	4	67.999	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Satisfactory (6)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29500	2022	5	Unmatched
Raw data OBJECTID 18732 BRKEY 18059 NBI No. 18059 On Under 1 Structure No. 7209 0579NX Control No. 009 Lane Ind. N Milepoint 05790 Facility Carried I-244 U.S. 64 WB Feature Intersected DENVER AVE. UNDER Division 08 County 143 Location 5.7 MI N I-44 Sufficiency 96.8 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 29500 ADT Year 2022 Design Load HS 20 Skew 11 No. Main Spans 3 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 3 - Steel Design 03 Length 141.076 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 8 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 85.9 HS Inv. Rating Method 1 HS Inv. Method 51.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1406 Max Measured Clearance 1508 Min Measured Clearance 1411 NBI Rating 18059 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 29ft.,75ft.,32ft.PLTGRDR S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0579NX H Index 96.4781 Latitude 36:09:38.23 Longitude -95:59:57.67 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 U.S. 64 WB Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18059 Vault Link http://plansrv1/bridgemaintvault/b18059 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 36.160619 Longitude DD -95.999353 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18732 x -10686599.0924437 y 4322744.86527959
18058	7293 0010 XR	18058	Tulsa	U.S. 75 RAMP N-W	U.S. 75 SB UNDER	7293 0010 X	36ft.-106ft. CONT. PLATE	1971	36.161164	-95.981308	141.076	23.999	—	2	0	1	21.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.3	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	36600	2022	5	Unmatched
Raw data OBJECTID 18731 BRKEY 18058 NBI No. 18058 On Under 1 Structure No. 7293 0010 XR Control No. Lane Ind. Milepoint Facility Carried U.S. 75 RAMP N-W Feature Intersected U.S. 75 SB UNDER Division 08 County 143 Location 0.1 MI N JCT I-244 Sufficiency 86.3 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 21.001 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 1971 ADT Total 36600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 21.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 141.076 Deck Width 23.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 58560 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1500 Max Measured Clearance 1509 Min Measured Clearance 1506 NBI Rating 18058 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 36ft.-106ft. CONT. PLATE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0010 X H Index 97.709 Latitude 36:09:40.19 Longitude -95:58:52.71 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 RAMP N-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18058 Vault Link http://plansrv1/bridgemaintvault/b18058 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 36.161164 Longitude DD -95.981308 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18731 x -10684590.3322323 y 4322820.0100451
18057	7288 0010WX	18057	Tulsa	TISDALE PKWY RAMP	EDISON ROAD UNDER	7288 0010WX	30ft.,2-40ft.,30ft.IBM SPA	1971	36.161097	-96.001208	146.982	50	—	4	18	3	47.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	11145	2022	5	Unmatched
Raw data OBJECTID 18730 BRKEY 18057 NBI No. 18057 On Under 1 Structure No. 7288 0010WX Control No. 088 Lane Ind. W Milepoint 00100 Facility Carried TISDALE PKWY RAMP Feature Intersected EDISON ROAD UNDER Division 08 County 143 Location I-244 & TISDALE Sufficiency 95.9 Kind Hwy 3 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 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 1971 ADT Total 11145 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 4 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 4.921 Underclearance Left 4.921 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 3 - Steel Design 02 Length 146.982 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.4 HS Inv. Rating Method 1 HS Inv. Method 37.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17832 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting 1411 Max Measured Clearance 1506 Min Measured Clearance 1502 NBI Rating 18057 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.,2-40ft.,30ft.IBM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7288 0010WX H Index 95.848 Latitude 36:09:39.95 Longitude -96:00:04.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name TISDALE PKWY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 489 NBI Text 18057 Vault Link http://plansrv1/bridgemaintvault/b18057 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.161097 Longitude DD -96.001208 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18730 x -10686805.5900991 y 4322810.77203659
18056	7288 0010EX	18056	Tulsa	I-244 E-N RMP	EDISON ROAD UNDER	7288 0010EX	30ft.,2-40ft.,30ft.IBM SPA	1971	36.161086	-96.000331	143.045	43	—	4	18	3	40.026	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	B	11145	2022	5	Unmatched
Raw data OBJECTID 18729 BRKEY 18056 NBI No. 18056 On Under 1 Structure No. 7288 0010EX Control No. 088 Lane Ind. E Milepoint 00100 Facility Carried I-244 E-N RMP Feature Intersected EDISON ROAD UNDER Division 08 County 143 Location I-244 & SH 11 JCT Sufficiency 78.9 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 11145 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 4 Road Width 40.026 Ref. Underclearance Rt. H Underclearance Right 4.921 Underclearance Left 4.921 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 143.045 Deck Width 43 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.6 HS Inv. Rating Method 1 HS Inv. Method 35.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17832 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 Y Existing Posting 1411 Max Measured Clearance 1411 Min Measured Clearance 1409 NBI Rating 18056 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.,2-40ft.,30ft.IBM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7288 0010EX H Index 95.6584 Latitude 36:09:39.91 Longitude -96:00:01.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name I-244 E-N RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18056 Vault Link http://plansrv1/bridgemaintvault/b18056 GIS FO/SD FO H Inv. Method 23.2 Latitude DD 36.161086 Longitude DD -96.000331 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18729 x -10686707.9629057 y 4322809.25534938
18055	7292 0086 X	18055	Tulsa	4TH ST.	I-444 UNDER	7292 0086 X	2-74ft. CONT. PLATE GIRDER SPANS WITH 5ft. & 6ft. 9in. SIDEWALKS	1971	36.155556	-95.980278	148	63.5	—	2	0	3	49	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.3	Satisfactory (6)	Very good (8)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	3900	2022	5	Unmatched
Raw data OBJECTID 18728 BRKEY 18055 NBI No. 18055 On Under 1 Structure No. 7292 0086 X Control No. Lane Ind. Milepoint Facility Carried 4TH ST. Feature Intersected I-444 UNDER Division 08 County 143 Location 0.8 MI N SH 51 Sufficiency 87.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.75 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 1971 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 49 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 61.75 Span Type Main M Material 4 - Steel Continuous Design 02 Length 148 Deck Width 63.5 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 9 Sub Rating 7 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 46 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 1409 Max Measured Clearance 1509 Min Measured Clearance 1501 NBI Rating 18055 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 6.75 Rt. Curb SW 5 Description 2-74ft. CONT. PLATE GIRDER SPANS WITH 5ft. & 6ft. 9in. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7292 0086 X H Index 77.7488 Latitude 36:09:20 Longitude -95:58:49 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name 4TH ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18055 Vault Link http://plansrv1/bridgemaintvault/b18055 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 36.155556 Longitude DD -95.980278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 18728 x -10684475.6731568 y 4322046.80226813
18054	7209 0566EXR	18054	Tulsa	U.S. 64 EB RAMP	I-244 S-W UNDER	7209 0566EXR	40ft.,67ft.,26ft.I-BM SPAN	1971	36.15883333	-96.00145556	136.155	47.9	—	3	33	3	45.932	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.6	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)	A	30950	2022	5	Unmatched
Raw data OBJECTID 18727 BRKEY 18054 NBI No. 18054 On Under 1 Structure No. 7209 0566EXR Control No. 009 Lane Ind. E Milepoint 05660 Facility Carried U.S. 64 EB RAMP Feature Intersected I-244 S-W UNDER Division 08 County 143 Location 5.6 MI N I-44 Sufficiency 91.6 Kind Hwy 2 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 45.932 Bridge System A 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 1971 ADT Total 30950 ADT Year 2022 Design Load HS 20 Skew 33 No. Main Spans 3 Road Width 45.932 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 45.997 Span Type Main M Material 3 - Steel Design 02 Length 136.155 Deck Width 47.9 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 2 HS Operating Rating 48.6 HS Inv. Rating Method 2 HS Inv. Method 35.7 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 49520 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 1700 Min Measured Clearance 1505 NBI Rating 18054 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 40ft.,67ft.,26ft.I-BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7209 0566EXR H Index 94.5193 Latitude 36:09:31.8 Longitude -96:00:05.24 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18054 Vault Link http://plansrv1/bridgemaintvault/b18054 GIS FO/SD Meets Standards H Inv. Method 16.2 Latitude DD 36.15883333 Longitude DD -96.00145556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18727 x -10686833.1483523 y 4322498.66021736
18338	1603 0320NX	18338	Comanche	U.S. 62	SLWC R.R. UNDER	1603 0320NX	3-80ft. PRESTRESSED CONC. BM. SPANS	1972	34.63111667	-98.77000833	244.094	42.031	—	3	60	2	40.03	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Satisfactory (6)	Very good (8)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2550	2022	5	Unmatched
Raw data OBJECTID 18726 BRKEY 18338 NBI No. 18338 On Under 1 Structure No. 1603 0320NX Control No. 003 Lane Ind. N Milepoint 03200 Facility Carried U.S. 62 Feature Intersected SLWC R.R. UNDER Division 07 County 031 Location 3.20 MI. E. KIOWA CL Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 40.03 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 1972 ADT Total 2550 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 3 Road Width 40.03 Ref. Underclearance Rt. R Underclearance Right 16.001 Underclearance Left 18.501 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.03 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 244.094 Deck Width 42.031 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 6 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18338 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-80ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1603 0320NX H Index 86.2926 Latitude 34:37:52.02 Longitude -98:46:12.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 003 NBI Text 18338 Vault Link http://plansrv1/bridgemaintvault/b18338 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.63111667 Longitude DD -98.77000833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18726 x -10995027.032943 y 4113863.68507118
18337	5571 0859EX	18337	Oklahoma	S.H. 77H SOONER RD	I-240 UNDER	5571 0859 X	34ft.(2-86ft. CONT.)34ft. PLATE GIRDER SPANS SK.84 DEG.24ft.50ft. W/ 2.5ft. SIDEWALK	1972	35.391278	-97.423481	245	32.799	—	2	6	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.5	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	11350	2019	5	Unmatched
Raw data OBJECTID 18725 BRKEY 18337 NBI No. 18337 On Under 1 Structure No. 5571 0859EX Control No. Lane Ind. Milepoint Facility Carried S.H. 77H SOONER RD Feature Intersected I-240 UNDER Division 04 County 109 Location 4 MI E OF JCT I35 Sufficiency 64.5 Kind Hwy 3 Level Service 1 Route No. 0077H Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1972 ADT Total 11350 ADT Year 2019 Design Load HS 20 Skew 6 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 31.598 Underclearance Left 26.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 245 Deck Width 32.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.47 HS Inv. Rating Method 1 HS Inv. Method 31.526 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18160 Future ADT Year 2039 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1606 Min Measured Clearance 1602 NBI Rating 18337 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 2.5 Rt. Curb SW 2.5 Description 34ft.(2-86ft. CONT.)34ft. PLATE GIRDER SPANS SK.84 DEG.24ft.50ft. W/ 2.5ft. SIDEWALK Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5571 0859 X H Index 72.9888 Latitude 35:23:28.6 Longitude -97:25:24.53 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name S.H. 77H (N.B. SOONER RD) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18337 Vault Link http://plansrv1/bridgemaintvault/b18337 GIS FO/SD FO H Inv. Method 22.046 Latitude DD 35.391278 Longitude DD -97.423481 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18725 x -10845132.2962282 y 4217182.21493595
18336	5571 0858WX	18336	Oklahoma	S.H. 77H SOONER RD	I-240 UNDER	5571 0858 X	34ft.(2-86ft. CONT.)34ft. PLATE GIRDER SPANS SK. 84 DEG.24ft.50ft. W 2.5ft. SIDEWALKS	1972	35.391294	-97.423731	245	32.799	—	2	6	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	24.3	Failed (0)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	11500	2019	5	Unmatched
Raw data OBJECTID 18724 BRKEY 18336 NBI No. 18336 On Under 1 Structure No. 5571 0858WX Control No. Lane Ind. Milepoint Facility Carried S.H. 77H SOONER RD Feature Intersected I-240 UNDER Division 04 County 109 Location 4 MI E OF JCT I-35 Sufficiency 24.3 Kind Hwy 3 Level Service 1 Route No. 0077H Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1972 ADT Total 11500 ADT Year 2019 Design Load HS 20 Skew 6 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 31.598 Underclearance Left 26.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 245 Deck Width 32.799 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 0 Deck Geometry N Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 0 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18400 Future ADT Year 2039 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1700 Min Measured Clearance 1609 NBI Rating 18336 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 2.5 Rt. Curb SW 2.5 Description 34ft.(2-86ft. CONT.)34ft. PLATE GIRDER SPANS SK. 84 DEG.24ft.50ft. W 2.5ft. SIDEWALKS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5571 0858 X H Index 72.3321 Latitude 35:23:28.66 Longitude -97:25:25.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 77H ( S.B. SOONER RD) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18336 Vault Link http://plansrv1/bridgemaintvault/b18336 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.391294 Longitude DD -97.423731 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18724 x -10845160.1261009 y 4217184.39977052
18334	5571 0514 X	18334	Oklahoma	BNSF R.R.	I-240 & SERVICE RD UNDER	5571 0514 X	32ft.,2-61ft.,46ft., 30ft. CONC RIGID FRAME SPANS	1972	35.39189722	-97.4843	233.75	19.833	—	5	0	4	72.001	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	11 - Principal Arterial Interstate (Rural)	H	64500	2022	5	Unmatched
Raw data OBJECTID 18722 BRKEY 18334 NBI No. 18334 On Under A Structure No. 5571 0514 X Control No. 071 Lane Ind. Milepoint 05140 Facility Carried BNSF R.R. Feature Intersected I-240 & SERVICE RD UNDER Division 04 County 109 Location .6 MI E OF JCT I35 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00240 Service Type On 2 Service Type Off 1 Vertical Clearance M Horizontal Clearance 41.499 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 64500 ADT Year 2022 Design Load Railroad Skew 0 No. Main Spans 5 Road Width 72.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 233.75 Deck Width 19.833 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting ! 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 103200 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 1600 Max Measured Clearance 1606 Min Measured Clearance 1603 NBI Rating 18334 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 9 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.,2-61ft.,46ft., 30ft. CONC RIGID FRAME SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 0514 X H Index -1 Latitude 35:23:30.83 Longitude -97:29:03.48 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-240 UNDER Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18334 Vault Link http://plansrv1/bridgemaintvault/b18334 GIS FO/SD FO H Inv. Method 0 Latitude DD 35.39189722 Longitude DD -97.4843 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18722 x -10851902.6363387 y 4217266.771081
18236	1935 0738 X	18236	Creek	S.H. 99	CREEK	1935 0738 X	4-8ft.X5ft.X90ft. RCB	1972	36.10760556	-96.57508056	41.01	0	—	4	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2300	2022	5	Unmatched
Raw data OBJECTID 18717 BRKEY 18236 NBI No. 18236 On Under 1 Structure No. 1935 0738 X Control No. 035 Lane Ind. Milepoint 07380 Facility Carried S.H. 99 Feature Intersected CREEK Division 08 County 037 Location 7.3 MI. N.JCT. 99 BUS. Sufficiency 95.5 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1972 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 9 Appr. Roadway Width 43.963 Span Type Main M Material 1 - Concrete Design 19 Length 41.01 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.5 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 26.09759 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18236 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-8ft.X5ft.X90ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1935 0738 X H Index 93.9755 Latitude 36:06:27.38 Longitude -96:34:30.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18236 Vault Link http://plansrv1/bridgemaintvault/b18236 GIS FO/SD Meets Standards H Inv. Method 21.7 Latitude DD 36.10760556 Longitude DD -96.57508056 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18717 x -10750688.7912586 y 4315437.85070159
18235	0317 0687 X	18235	Atoka	S.H. 43	N FORK CHICKASAW CREEK	0317 0687 X	(12ft. - 14ft. - 12ft.) X 11ft. X 57ft. RCB SK 30°	1972	34.49264167	-95.94467778	60	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	710	2022	5	Unmatched
Raw data OBJECTID 18716 BRKEY 18235 NBI No. 18235 On Under 1 Structure No. 0317 0687 X Control No. 017 Lane Ind. Milepoint 06870 Facility Carried S.H. 43 Feature Intersected N FORK CHICKASAW CREEK Division 02 County 005 Location 6.87 E JCT US-69 Sufficiency 82.4 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 1972 ADT Total 710 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 60 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.5 HS Inv. Rating Method 1 HS Inv. Method 40.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1136 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 18235 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 10.299 Rt. Curb SW 10.299 Description (12ft. - 14ft. - 12ft.) X 11ft. X 57ft. RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0317 0687 X H Index 67 Latitude 34:29:33.51 Longitude -95:56:40.84 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 62 NBI Text 18235 Vault Link http://plansrv1/bridgemaintvault/b18235 GIS FO/SD Meets Standards H Inv. Method 24.3 Latitude DD 34.49264167 Longitude DD -95.94467778 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18716 x -10680512.6747943 y 4095145.15211544
18145	7209 0676SX	18145	Tulsa	I-244 EB	I-444 / BNSF R.R. UNDER	7209 0676SX	(84ft.,50ft. CONT),43ft.,(4-50ft. CONT)(4-50ft. CONT)(89ft.-80ft.-78ft. CONT.) I-BM SPANS	1971	36.159694	-95.982836	1036.089	39.8	—	16	49	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.7	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33200	2022	5	Unmatched
Raw data OBJECTID 18715 BRKEY 18145 NBI No. 18145 On Under 1 Structure No. 7209 0676SX Control No. 009 Lane Ind. S Milepoint 06760 Facility Carried I-244 EB Feature Intersected I-444 / BNSF R.R. UNDER Division 08 County 143 Location 6.7 MI N I-44 Sufficiency 75.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 33200 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 16 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 2.661 Underclearance Left 2.661 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 52.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1036.089 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 53120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1408 Max Measured Clearance 1904 Min Measured Clearance 1708 NBI Rating 18145 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (84ft.,50ft. CONT),43ft.,(4-50ft. CONT)(4-50ft. CONT)(89ft.-80ft.-78ft. CONT.) I-BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0676SX H Index 90.4746 Latitude 36:09:34.9 Longitude -95:58:58.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name I-244 EB OVER 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 18145 Vault Link http://plansrv1/bridgemaintvault/b18145 GIS FO/SD FO H Inv. Method 21 Latitude DD 36.159694 Longitude DD -95.982836 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18715 x -10684760.4284143 y 4322617.32719439
18144	1030 0898 X	18144	Carter	S.H. 53	WASHITA RIVER	1030 0797 X	8-100ft. PRESTRESSED C	1971	34.288247	-97.015478	800	31	—	8	0	2	29	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1000	2022	5	Unmatched
Raw data OBJECTID 18714 BRKEY 18144 NBI No. 18144 On Under 1 Structure No. 1030 0898 X Control No. 030 Lane Ind. Milepoint 08980 Facility Carried S.H. 53 Feature Intersected WASHITA RIVER Division 07 County 019 Location 7.97 MI E JCT US 77 Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 29 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 1971 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 29 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 800 Deck Width 31 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 82 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 21.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18144 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1030 0797 X H Index 72.6902 Latitude 34:17:17.69 Longitude -97:00:55.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 71-10 NBI Text 18144 Vault Link http://plansrv1/bridgemaintvault/b18144 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.288247 Longitude DD -97.015478 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18714 x -10799713.610026 y 4067572.53778075
18143	6633R0011 X	18143	Rogers	S.H. 266	BIRD CREEK O'FLOW	6633 0011 X	12-50ft. PCBM SPANS	1971	36.22477778	-95.81331111	600.066	49.541	—	12	0	2	46.588	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	55.3	Poor (4)	Good (7)	Good (7)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	10800	2014	5	Unmatched
Raw data OBJECTID 18713 BRKEY 18143 NBI No. 18143 On Under 1 Structure No. 6633R0011 X Control No. 033 Lane Ind. Milepoint 00110 Facility Carried S.H. 266 Feature Intersected BIRD CREEK O'FLOW Division 08 County 131 Location 0.1 MI E TULSA C/L Sufficiency 55.3 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 46.588 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 1971 ADT Total 10800 ADT Year 2014 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 46.588 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.963 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 600.066 Deck Width 49.541 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.769 HS Inv. Rating Method 1 HS Inv. Method 33.951 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17280 Future ADT Year 2034 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18143 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 4 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-50ft. PCBM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6633 0011 X H Index 88.5691 Latitude 36:13:29.2 Longitude -95:48:47.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 266 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18143 Vault Link http://plansrv1/bridgemaintvault/b18143 GIS FO/SD SD H Inv. Method 26.455 Latitude DD 36.22477778 Longitude DD -95.81331111 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18713 x -10665889.0039827 y 4331594.69018403
18142	7286 0464SX	18142	Tulsa	U.S. 64	CO. RD. & SHELL CR. UND	7286 0464SX	(5-110ft.CONT.) PLATE	1971	36.15424722	-96.17282778	551	40	—	5	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10350	2022	5	Unmatched
Raw data OBJECTID 18712 BRKEY 18142 NBI No. 18142 On Under 1 Structure No. 7286 0464SX Control No. 086 Lane Ind. S Milepoint 04640 Facility Carried U.S. 64 Feature Intersected CO. RD. & SHELL CR. UND Division 08 County 143 Location 4.6 MI SE C/L Sufficiency 83.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 6 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1971 ADT Total 10350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 551 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 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 37.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18142 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (5-110ft.CONT.) PLATE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0464SX H Index 77.3851 Latitude 36:09:15.29 Longitude -96:10:22.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18142 Vault Link http://plansrv1/bridgemaintvault/b18142 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.15424722 Longitude DD -96.17282778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18712 x -10705910.2166188 y 4321866.36106982
18141	7286 0464NX	18141	Tulsa	U.S. 64	CO. RD. & SHELL CR. UND	7286 0464NX	(5-110ft.CONT.) PLATE	1971	36.15454444	-96.17301667	551	40	—	5	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	11650	2022	5	Unmatched
Raw data OBJECTID 18711 BRKEY 18141 NBI No. 18141 On Under 1 Structure No. 7286 0464NX Control No. 086 Lane Ind. N Milepoint 04640 Facility Carried U.S. 64 Feature Intersected CO. RD. & SHELL CR. UND Division 08 County 143 Location 4.6 MI SE C/L Sufficiency 83.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 6 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1971 ADT Total 11650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 551 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18141 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (5-110ft.CONT.) PLATE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0464NX H Index 85.1655 Latitude 36:09:16.36 Longitude -96:10:22.86 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18141 Vault Link http://plansrv1/bridgemaintvault/b18141 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.15454444 Longitude DD -96.17301667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18711 x -10705931.2437574 y 4321907.33845872
18053	1409 0398SX	18053	Cleveland	S.H. 9	BNSF R.R. UNDER	1409 0398SX	40ft.-50ft.-40ft. CONT. I-BM. SPANS	1971	35.18308611	-97.42000833	130.906	39.698	—	3	0	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	15050	2022	5	Unmatched
Raw data OBJECTID 18710 BRKEY 18053 NBI No. 18053 On Under 1 Structure No. 1409 0398SX Control No. 009 Lane Ind. S Milepoint 03980 Facility Carried S.H. 9 Feature Intersected BNSF R.R. UNDER Division 03 County 027 Location 3.5 MI E OF JCT I-35 Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.73 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 1971 ADT Total 15050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. R Underclearance Right 22.749 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 130.906 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24080 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 18053 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-50ft.-40ft. CONT. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0398SX H Index 98.4572 Latitude 35:10:59.11 Longitude -97:25:12.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 18053 Vault Link http://plansrv1/bridgemaintvault/b18053 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.18308611 Longitude DD -97.42000833 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18710 x -10844745.7203721 y 4188789.73417104
18052	1409 0398NX	18052	Cleveland	S.H. 9	BNSF R.R. UNDER	1409 0398NX	40ft.-50ft.-40ft. CONT. I-BM. SPANS	1971	35.18335	-97.420175	130.906	39.698	—	3	0	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	15400	2022	5	Unmatched
Raw data OBJECTID 18709 BRKEY 18052 NBI No. 18052 On Under 1 Structure No. 1409 0398NX Control No. 009 Lane Ind. N Milepoint 03980 Facility Carried S.H. 9 Feature Intersected BNSF R.R. UNDER Division 03 County 027 Location 3.5 MI E OF JCT I-35 Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.73 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 1971 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. R Underclearance Right 22.92 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 130.906 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24640 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 18052 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-50ft.-40ft. CONT. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0398NX H Index 97.0959 Latitude 35:11:00.06 Longitude -97:25:12.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 18052 Vault Link http://plansrv1/bridgemaintvault/b18052 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.18335 Longitude DD -97.420175 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18709 x -10844764.2739916 y 4188825.6764297
18051	7294 0046SXR	18051	Tulsa	I-444 RAMP	HOUSTON AVE. UNDER	7294 0046SXR	35ft.,65ft.,35ft. I-BM SPA	1971	36.145153	-95.998256	136.5	21	—	3	0	1	18	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.5	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35000	2022	5	Unmatched
Raw data OBJECTID 18708 BRKEY 18051 NBI No. 18051 On Under 1 Structure No. 7294 0046SXR Control No. 094 Lane Ind. S Milepoint 00460 Facility Carried I-444 RAMP Feature Intersected HOUSTON AVE. UNDER Division 08 County 143 Location 0.4 MI E JCT I-244 Sufficiency 83.5 Kind Hwy 1 Level Service 7 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 18 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 35000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 18 Ref. Underclearance Rt. H Underclearance Right 6.89 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 21 Span Type Main M Material 3 - Steel Design 02 Length 136.5 Deck Width 21 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 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 90.2 HS Inv. Rating Method 3 HS Inv. Method 69.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 56000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1508 Min Measured Clearance 1505 NBI Rating 18051 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 35ft.,65ft.,35ft. I-BM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7294 0046SXR H Index 68.4224 Latitude 36:08:42.55 Longitude -95:59:53.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-444 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18051 Vault Link http://plansrv1/bridgemaintvault/b18051 GIS FO/SD Meets Standards H Inv. Method 69.5 Latitude DD 36.145153 Longitude DD -95.998256 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18708 x -10686476.9749623 y 4320612.626202
18050	7294 0046 X	18050	Tulsa	U.S. 64 /US75/SH51	HOUSTON AVE. UNDER	7294 0046 X	35ft.,65ft.,35ft.I-BM SPAN	1971	36.145217	-95.998256	136.5	122.5	—	3	0	6	54.92	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.2	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	47200	2022	5	Unmatched
Raw data OBJECTID 18707 BRKEY 18050 NBI No. 18050 On Under 1 Structure No. 7294 0046 X Control No. 094 Lane Ind. Milepoint 00460 Facility Carried U.S. 64 /US75/SH51 Feature Intersected HOUSTON AVE. UNDER Division 08 County 143 Location 0.4 MI E JCT I-244 Sufficiency 68.2 Kind Hwy 1 Level Service 1 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 54.92 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 47200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 54.92 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 3 - Steel Design 02 Length 136.5 Deck Width 122.5 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 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.4 HS Inv. Rating Method 3 HS Inv. Method 56.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 75520 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1510 Min Measured Clearance 1503 NBI Rating 18050 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.,65ft.,35ft.I-BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0046 X H Index 79.4899 Latitude 36:08:42.78 Longitude -95:59:53.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name U.S. 64 / U.S. 75 / S.H. 51 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 18050 Vault Link http://plansrv1/bridgemaintvault/b18050 GIS FO/SD FO H Inv. Method 56.5 Latitude DD 36.145217 Longitude DD -95.998256 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18707 x -10686476.9749623 y 4320621.44877421
18333	5571 0513 X	18333	Oklahoma	BNSF R.R.	I-240 & SERVICE RD UNDER	5571 0513 X	32ft., 2-61ft., 46ft., 30ft. CONC RIGID FRAME SPANS SK. 88 DEG.27ft.	1972	35.39189722	-97.48443889	233.832	19.833	—	5	2	4	72.001	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	11 - Principal Arterial Interstate (Rural)	H	64500	2022	5	Unmatched
Raw data OBJECTID 18705 BRKEY 18333 NBI No. 18333 On Under A Structure No. 5571 0513 X Control No. 071 Lane Ind. Milepoint 05130 Facility Carried BNSF R.R. Feature Intersected I-240 & SERVICE RD UNDER Division 04 County 109 Location .6 MI E OF JCT I35 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00240 Service Type On 2 Service Type Off 1 Vertical Clearance M Horizontal Clearance 41.499 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 64500 ADT Year 2022 Design Load Railroad Skew 2 No. Main Spans 5 Road Width 72.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 233.832 Deck Width 19.833 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting ! 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 103200 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 1600 Max Measured Clearance 1606 Min Measured Clearance 1602 NBI Rating 18333 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 9 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 32ft., 2-61ft., 46ft., 30ft. CONC RIGID FRAME SPANS SK. 88 DEG.27ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 0513 X H Index -1 Latitude 35:23:30.83 Longitude -97:29:03.98 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-240 UNDER Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18333 Vault Link http://plansrv1/bridgemaintvault/b18333 GIS FO/SD FO H Inv. Method 0 Latitude DD 35.39189722 Longitude DD -97.48443889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18705 x -10851918.0975028 y 4217266.771081
18332	5571 1571 X	18332	Oklahoma	HIWASSEE RD.	I-240 UNDER	5571 1571 X	2-111ft. CONT. PLATE GIRDER SPANS SK.73 DEG.45ft.	1972	35.40177222	-97.30023333	225	34.701	—	2	17	2	32.7	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	500	2022	5	Unmatched
Raw data OBJECTID 18704 BRKEY 18332 NBI No. 18332 On Under 1 Structure No. 5571 1571 X Control No. Lane Ind. Milepoint Facility Carried HIWASSEE RD. Feature Intersected I-240 UNDER Division 04 County 109 Location 11.2 MI E OF JCT I35 Sufficiency 85.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.7 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 1972 ADT Total 500 ADT Year 2022 Design Load H 20 Skew 17 No. Main Spans 2 Road Width 32.7 Ref. Underclearance Rt. H Underclearance Right 14.498 Underclearance Left 34.829 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.7 Span Type Main M Material 4 - Steel Continuous Design 02 Length 225 Deck Width 34.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.3 HS Inv. Rating Method 1 HS Inv. Method 39.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1607 Min Measured Clearance 1604 NBI Rating 18332 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 2-111ft. CONT. PLATE GIRDER SPANS SK.73 DEG.45ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 1571 X H Index 84.7934 Latitude 35:24:06.38 Longitude -97:18:00.84 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name HIWASSEE RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18332 Vault Link http://plansrv1/bridgemaintvault/b18332 GIS FO/SD Meets Standards H Inv. Method 22.5 Latitude DD 35.40177222 Longitude DD -97.30023333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18704 x -10831412.4283623 y 4218615.31645687
18331	5571 1466 X	18331	Oklahoma	ANDERSON RD.	I-240 UNDER	5571 1466 X	112ft.-114ft. CONT. PLATE GIRDER SPANS SK.73 DEG.46ft.30ft. WITH 2ft.-6ft. SIDEWALKS	1972	35.397325	-97.31799167	227.999	74.8	—	2	17	4	67.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	4700	2022	5	Unmatched
Raw data OBJECTID 18703 BRKEY 18331 NBI No. 18331 On Under 1 Structure No. 5571 1466 X Control No. Lane Ind. Milepoint Facility Carried ANDERSON RD. Feature Intersected I-240 UNDER Division 04 County 109 Location 10.1 MI E OF JCT 135 Sufficiency 92.7 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 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 1972 ADT Total 4700 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 2 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 13.497 Underclearance Left 35.299 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 227.999 Deck Width 74.8 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 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 52.801 HS Inv. Rating Method 1 HS Inv. Method 31.747 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7520 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 1511 Max Measured Clearance 1610 Min Measured Clearance 1603 NBI Rating 18331 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 112ft.-114ft. CONT. PLATE GIRDER SPANS SK.73 DEG.46ft.30ft. WITH 2ft.-6ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 1466 X H Index 92.0115 Latitude 35:23:50.37 Longitude -97:19:04.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name ANDERSON RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18331 Vault Link http://plansrv1/bridgemaintvault/b18331 GIS FO/SD Meets Standards H Inv. Method 17.637 Latitude DD 35.397325 Longitude DD -97.31799167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18703 x -10833389.2777284 y 4218007.97672808
18330	5571 1259 X	18330	Oklahoma	POST RD.	I-240 UNDER	5571 1259 X	108ft.-111ft. CONT. PLATE GIRDER SPANS SK.80 DEG. W/ 2.5ft. SIDEWALKS	1972	35.38938056	-97.35323056	222.001	32.799	—	2	11	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.7	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 18702 BRKEY 18330 NBI No. 18330 On Under 1 Structure No. 5571 1259 X Control No. Lane Ind. Milepoint Facility Carried POST RD. Feature Intersected I-240 UNDER Division 04 County 109 Location 8 MI E OF JCT I35 Sufficiency 72.7 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1972 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 11 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 14.003 Underclearance Left 35.997 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 222.001 Deck Width 32.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53.683 HS Inv. Rating Method 1 HS Inv. Method 32.187 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1611 Min Measured Clearance 1602 NBI Rating 18330 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 2.5 Rt. Curb SW 2.5 Description 108ft.-111ft. CONT. PLATE GIRDER SPANS SK.80 DEG. W/ 2.5ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 1259 X H Index 68.8139 Latitude 35:23:21.77 Longitude -97:21:11.63 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name POST RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18330 Vault Link http://plansrv1/bridgemaintvault/b18330 GIS FO/SD Meets Standards H Inv. Method 17.857 Latitude DD 35.38938056 Longitude DD -97.35323056 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18702 x -10837312.0530194 y 4216923.11847804
18329	5147R0208 X	18329	Muskogee	PEDESTRIAN	U.S. 62 UNDER	5147R0208 X	45ft.,2-65ft.,45ft. CONT. I-BM. SPANS	1972	35.31666667	-95.55972222	222.113	8.999	—	4	0	4	8.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	-2	Not applicable (N)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	K	27530	1999	5	Unmatched
Raw data OBJECTID 18701 BRKEY 18329 NBI No. 18329 On Under 2 Structure No. 5147R0208 X Control No. 047 Lane Ind. Milepoint 02080 Facility Carried PEDESTRIAN Feature Intersected U.S. 62 UNDER Division 01 County 101 Location 2.1 MI E JCT US 69 Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 3 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 62.001 Bridge System K Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 27530 ADT Year 1999 Design Load Pedestrian Skew 0 No. Main Spans 4 Road Width 8.999 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 8.999 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 7.999 Span Type Main M Material 3 - Steel Design 02 Length 222.113 Deck Width 8.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 9 Bridge Posting 0 Waterway Adequacy N Approach Alignment N HS Operating Rating Method 2 HS Operating Rating 0 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 55060 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18329 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.,2-65ft.,45ft. CONT. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5147R0208 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 62 UNDER 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 18329 Vault Link http://plansrv1/bridgemaintvault/b18329 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18701 x -10637659.6178771 y 4206998.58465707
18233	5147 0264NXF	18233	Muskogee	U.S. 62 FRONTAGE	CREEK	5147 0264NXF	3-12ft.X 8ft.X 146ft. R.C.	1972	35.77016944	-95.35434167	40.026	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	200	2022	5	Unmatched
Raw data OBJECTID 18698 BRKEY 18233 NBI No. 18233 On Under 1 Structure No. 5147 0264NXF Control No. 047 Lane Ind. N Milepoint 02640 Facility Carried U.S. 62 FRONTAGE Feature Intersected CREEK Division 01 County 101 Location 2.8 MI E JCT US 69 Sufficiency 96.1 Kind Hwy 2 Level Service 8 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 26.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1972 ADT Total 200 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 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 49.8 HS Inv. Rating Method 1 HS Inv. Method 29.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 320 Future ADT Year 2042 Bypass Detour 0.310686 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 30 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 18233 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X 8ft.X 146ft. R.C. Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 5147 0264NXF H Index 66.8446 Latitude 35:46:12.61 Longitude -95:21:15.63 I257A C I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 FRONTAGE Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID -1 NBI Text 18233 Vault Link http://plansrv1/bridgemaintvault/b18233 GIS FO/SD Meets Standards H Inv. Method 16.6 Latitude DD 35.77016944 Longitude DD -95.35434167 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18698 x -10614796.7596322 y 4269042.9502417
18232	0317 0207 X	18232	Atoka	S.H. 43	ROCKY CREEK	0317 0207 X	(12ft. - 14ft. - 12ft.) X 12ft. X 61ft. LONG RCB	1972	34.47199722	-96.02353889	42.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.8	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	710	2022	5	Unmatched
Raw data OBJECTID 18697 BRKEY 18232 NBI No. 18232 On Under 1 Structure No. 0317 0207 X Control No. 017 Lane Ind. Milepoint 02070 Facility Carried S.H. 43 Feature Intersected ROCKY CREEK Division 02 County 005 Location 2.07 E JCT US-69 Sufficiency 93.8 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 58.999 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 1972 ADT Total 710 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 4 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 42.999 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 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 1136 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 18232 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (12ft. - 14ft. - 12ft.) X 12ft. X 61ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0317 0207 X H Index 67 Latitude 34:28:19.19 Longitude -96:01:24.74 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 60 NBI Text 18232 Vault Link http://plansrv1/bridgemaintvault/b18232 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.47199722 Longitude DD -96.02353889 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18697 x -10689291.4534029 y 4092357.17797488
18231	7530 0202 X	18231	Washita	S.H. 55	CREEK	7530 0202 X	(12ft.-14ft.-12ft.)X12ft.X40ft. RDY. R.C.B.	1972	35.16022778	-99.139925	41.995	42.001	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 18696 BRKEY 18231 NBI No. 18231 On Under 1 Structure No. 7530 0202 X Control No. 030 Lane Ind. Milepoint 02020 Facility Carried S.H. 55 Feature Intersected CREEK Division 05 County 149 Location 2.0 MI E JCT S.H. 44 Sufficiency 94.5 Kind Hwy 3 Level Service 1 Route No. 00055 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 75.7 HS Inv. Rating Method 1 HS Inv. Method 45.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 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 -1 Min Measured Clearance -1 NBI Rating 18231 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X12ft.X40ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7530 0202 X H Index 93.4 Latitude 35:09:36.82 Longitude -99:08:23.73 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 55 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18231 Vault Link http://plansrv1/bridgemaintvault/b18231 GIS FO/SD Meets Standards H Inv. Method 25.4 Latitude DD 35.16022778 Longitude DD -99.139925 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18696 x -11036205.9682833 y 4185676.83416428
18230	2306 0156 X	18230	Ellis	U.S. 270	CREEK	2306 0156 X	4-10ft.X5ft.X90.4ft. RCB	1972	36.58542222	-99.60929444	42.001	90.4	—	4	0	2	88.399	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3000	2022	5	Unmatched
Raw data OBJECTID 18695 BRKEY 18230 NBI No. 18230 On Under 1 Structure No. 2306 0156 X Control No. 006 Lane Ind. Milepoint 01560 Facility Carried U.S. 270 Feature Intersected CREEK Division 06 County 045 Location 1.6 MI SE HARPER CO Sufficiency 88.4 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 88.399 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 1972 ADT Total 3000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 88.399 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 42.001 Deck Width 90.4 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.7 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 47 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 18230 ODOT County 23 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-10ft.X5ft.X90.4ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2306 0156 X H Index 96.4225 Latitude 36:35:07.52 Longitude -99:36:33.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18230 Vault Link http://plansrv1/bridgemaintvault/b18230 GIS FO/SD Meets Standards H Inv. Method 18.9 Latitude DD 36.58542222 Longitude DD -99.60929444 ODOT County Number 23 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18695 x -11088455.9353381 y 4381476.46201567
18229	5147 0155 X	18229	Muskogee	U.S. 62	CREEK	5147 0155 X	4-8ft.X 6ft.X 202ft. R.C.B	1972	35.76957222	-95.37449722	42.979	0	—	4	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	65.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	25000	2022	5	Unmatched
Raw data OBJECTID 18694 BRKEY 18229 NBI No. 18229 On Under 1 Structure No. 5147 0155 X Control No. 047 Lane Ind. Milepoint 01550 Facility Carried U.S. 62 Feature Intersected CREEK Division 01 County 101 Location 1.6 MI E JCT US 69 Sufficiency 65.3 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 76.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1972 ADT Total 25000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 42.979 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.61 HS Inv. Rating Method 1 HS Inv. Method 29.16 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40000 Future ADT Year 2042 Bypass Detour 13.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 18229 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-8ft.X 6ft.X 202ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5147 0155 X H Index 90.1887 Latitude 35:46:10.46 Longitude -95:22:28.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18229 Vault Link http://plansrv1/bridgemaintvault/b18229 GIS FO/SD Meets Standards H Inv. Method 16.42 Latitude DD 35.76957222 Longitude DD -95.37449722 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18694 x -10617040.4651949 y 4268961.01213817
18140	6633 0524 X	18140	Rogers	S.H. 266	VERDIGRIS RIVER	6633 0524 X	160ft.-200ft.-160ft. CONT. PLATEGIRDER SPANS	1971	36.24946111	-95.73490833	522	50	—	3	0	2	48	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	8900	2022	5	Unmatched
Raw data OBJECTID 18693 BRKEY 18140 NBI No. 18140 On Under 1 Structure No. 6633 0524 X Control No. 033 Lane Ind. Milepoint 05240 Facility Carried S.H. 266 Feature Intersected VERDIGRIS RIVER Division 08 County 131 Location 5.6 MI E TULSA C/L Sufficiency 69 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 48 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 1971 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 48 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 51 Span Type Main M Material 4 - Steel Continuous Design 02 Length 522 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.5 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 19.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18140 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 160ft.-200ft.-160ft. CONT. PLATEGIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6633 0524 X H Index 90.3575 Latitude 36:14:58.06 Longitude -95:44:05.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 266 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 18140 Vault Link http://plansrv1/bridgemaintvault/b18140 GIS FO/SD Meets Standards H Inv. Method 20.4 Latitude DD 36.24946111 Longitude DD -95.73490833 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18693 x -10657161.2464363 y 4335001.35069634
18139	7293 0657EX	18139	Tulsa	U.S. 75 NB	BIRD CREEK O'FL & RD UND	7293 0657EX	50ft. PREST. CONC., 25	1971	36.242725	-95.940492	475.5	49.75	—	9	0	2	46.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	16400	2022	5	Unmatched
Raw data OBJECTID 18692 BRKEY 18139 NBI No. 18139 On Under 1 Structure No. 7293 0657EX Control No. 093 Lane Ind. E Milepoint 06570 Facility Carried U.S. 75 NB Feature Intersected BIRD CREEK O'FL & RD UND Division 08 County 143 Location 0.6 MI N 56 ST Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 46.75 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 1971 ADT Total 16400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 46.75 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 475.5 Deck Width 49.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26240 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 1108 Max Measured Clearance 1208 Min Measured Clearance 1206 NBI Rating 18139 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. PREST. CONC., 25 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0657EX H Index 98.9438 Latitude 36:14:33.81 Longitude -95:56:25.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18139 Vault Link http://plansrv1/bridgemaintvault/b18139 GIS FO/SD FO H Inv. Method 20 Latitude DD 36.242725 Longitude DD -95.940492 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18692 x -10680046.7158961 y 4334071.56228442
18138	0604 0209 X	18138	Blaine	U.S. 270	N. CANADIAN RIVER O'FLOW	0604 0209 X	9-50ft. I-BEAM SPANS	1971	35.81085278	-98.42125	450	70	—	9	0	4	68.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	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	5000	2022	5	Unmatched
Raw data OBJECTID 18691 BRKEY 18138 NBI No. 18138 On Under 1 Structure No. 0604 0209 X Control No. 004 Lane Ind. Milepoint 02090 Facility Carried U.S. 270 Feature Intersected N. CANADIAN RIVER O'FLOW Division 05 County 011 Location 2.3 MI S JCT S.H. 33 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 68.002 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1971 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 68.002 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70 Span Type Main M Material 3 - Steel Design 02 Length 450 Deck Width 70 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 70.214944 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18138 ODOT County 06 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 9-50ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 0209 X H Index 99.9006 Latitude 35:48:39.07 Longitude -98:25:16.5 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 18138 Vault Link http://plansrv1/bridgemaintvault/b18138 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.81085278 Longitude DD -98.42125 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18691 x -10956203.4332375 y 4274626.12133889
18137	7231R0179 X	18137	Tulsa	S.H. 266	BIRD CREEK	7231 0179 X	4-100ft., 50ft. PRESTRES	1971	36.22294722	-95.82045556	451.001	46.001	—	5	18	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.7	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	8900	2015	5	Unmatched
Raw data OBJECTID 18690 BRKEY 18137 NBI No. 18137 On Under 1 Structure No. 7231R0179 X Control No. 031 Lane Ind. Milepoint 01790 Facility Carried S.H. 266 Feature Intersected BIRD CREEK Division 08 County 143 Location 0.1 MI E ROGERS CO Sufficiency 73.7 Kind Hwy 3 Level Service 1 Route No. 00266 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 14 - Other Principal Arterial (Urban) Year Built 1971 ADT Total 8900 ADT Year 2015 Design Load HS 20 Skew 18 No. Main Spans 5 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 451.001 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.226 HS Inv. Rating Method 1 HS Inv. Method 33.069 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2035 Bypass Detour 13.999965 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18137 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 4 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-100ft., 50ft. PRESTRES Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7231 0179 X H Index 92.3854 Latitude 36:13:22.61 Longitude -95:49:13.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 266 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 18137 Vault Link http://plansrv1/bridgemaintvault/b18137 GIS FO/SD Meets Standards H Inv. Method 25.794 Latitude DD 36.22294722 Longitude DD -95.82045556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18690 x -10666684.3205187 y 4331342.08896527
18136	7209 0563WX	18136	Tulsa	I-244	U.S. 64 UNDER	7209 0563WX	48ft.-65ft.-57ft.-105ft.-78ft.	1971	36.15820556	-96.00210556	413.058	46.801	—	6	99	2	45	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	31350	2022	5	Unmatched
Raw data OBJECTID 18689 BRKEY 18136 NBI No. 18136 On Under 1 Structure No. 7209 0563WX Control No. 009 Lane Ind. W Milepoint 05630 Facility Carried I-244 Feature Intersected U.S. 64 UNDER Division 08 County 143 Location 5.6 MI N I-44 Sufficiency 86.2 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 45 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 31350 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 6 Road Width 45 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 03 Length 413.058 Deck Width 46.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 0 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.65 HS Inv. Rating Method 2 HS Inv. Method 35.73 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 50160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 2500 Min Measured Clearance 1504 NBI Rating 18136 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft.-65ft.-57ft.-105ft.-78ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0563WX H Index 88.3879 Latitude 36:09:29.54 Longitude -96:00:07.58 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 2 Roadway Name I-244 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18136 Vault Link http://plansrv1/bridgemaintvault/b18136 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.15820556 Longitude DD -96.00210556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18689 x -10686905.5060213 y 4322412.10571792
18135	7293 0635EX	18135	Tulsa	U.S. 75 NB	BIRD CREEK O'FLOW	7293 0635EX	8-50ft. PRESTRESSED CO	1971	36.240467	-95.943106	399.934	56.401	—	8	0	3	54.701	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.6	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	16400	2022	5	Unmatched
Raw data OBJECTID 18688 BRKEY 18135 NBI No. 18135 On Under 1 Structure No. 7293 0635EX Control No. 093 Lane Ind. E Milepoint 06350 Facility Carried U.S. 75 NB Feature Intersected BIRD CREEK O'FLOW Division 08 County 143 Location 0.4 MI N 56 ST Sufficiency 75.6 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 54.902 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 1971 ADT Total 16400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 54.701 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 399.934 Deck Width 56.401 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18135 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-50ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0635EX H Index 96.1695 Latitude 36:14:25.68 Longitude -95:56:35.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18135 Vault Link http://plansrv1/bridgemaintvault/b18135 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.240467 Longitude DD -95.943106 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18688 x -10680337.7050451 y 4333759.90742154
18048	7286 0365SX	18048	Tulsa	U.S. 64 EB	177 W AVE. UNDER	7286 0365SX	(30ft.-63ft.-30ft. CONT.)	1971	36.153214	-96.190436	125	43.999	—	3	5	2	40.801	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.9	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10350	2022	5	Unmatched
Raw data OBJECTID 18687 BRKEY 18048 NBI No. 18048 On Under 1 Structure No. 7286 0365SX Control No. 086 Lane Ind. S Milepoint 03650 Facility Carried U.S. 64 EB Feature Intersected 177 W AVE. UNDER Division 08 County 143 Location 3.6 MI SE C/L Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.801 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 1971 ADT Total 10350 ADT Year 2022 Design Load HS 20 Skew 5 No. Main Spans 3 Road Width 40.801 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 125 Deck Width 43.999 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 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16560 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 Y Existing Posting 1409 Max Measured Clearance 1707 Min Measured Clearance 1704 NBI Rating 18048 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (30ft.-63ft.-30ft. CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0365SX H Index 66.2028 Latitude 36:09:11.57 Longitude -96:11:25.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18048 Vault Link http://plansrv1/bridgemaintvault/b18048 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.153214 Longitude DD -96.190436 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18687 x -10707870.354703 y 4321723.9133927
18047	7286 0365NX	18047	Tulsa	U.S. 64 WB	177 W AVE. UNDER	7286 0365NX	(30ft.-63ft.-30ft. CONT.)	1971	36.153519	-96.190436	125	43.999	—	3	5	2	40.801	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	11650	2022	5	Unmatched
Raw data OBJECTID 18686 BRKEY 18047 NBI No. 18047 On Under 1 Structure No. 7286 0365NX Control No. 086 Lane Ind. N Milepoint 03650 Facility Carried U.S. 64 WB Feature Intersected 177 W AVE. UNDER Division 08 County 143 Location 3.6 MI SE C/L Sufficiency 85.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.801 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 1971 ADT Total 11650 ADT Year 2022 Design Load HS 20 Skew 5 No. Main Spans 3 Road Width 40.801 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 125 Deck Width 43.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18640 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 Y Existing Posting 1409 Max Measured Clearance 1504 Min Measured Clearance 1501 NBI Rating 18047 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (30ft.-63ft.-30ft. CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0365NX H Index 66.8742 Latitude 36:09:12.67 Longitude -96:11:25.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18047 Vault Link http://plansrv1/bridgemaintvault/b18047 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.153519 Longitude DD -96.190436 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18686 x -10707870.354703 y 4321765.96284954
18046	1409 0325SX	18046	Cleveland	S.H. 9	BISHOP CREEK	1409 0325SX	40ft.-45ft.-40ft. I-BM. SPANS SK. 75 DEG.	1971	35.179222	-97.431644	125.984	39.698	—	3	15	2	38.058	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	15050	2022	5	Unmatched
Raw data OBJECTID 18685 BRKEY 18046 NBI No. 18046 On Under 1 Structure No. 1409 0325SX Control No. 009 Lane Ind. S Milepoint 03250 Facility Carried S.H. 9 Feature Intersected BISHOP CREEK Division 03 County 027 Location 2.9 MI E JCT I-35 Sufficiency 98.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.73 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 1971 ADT Total 15050 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 125.984 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24080 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 18046 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-45ft.-40ft. I-BM. SPANS SK. 75 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0325SX H Index 92.8381 Latitude 35:10:45.2 Longitude -97:25:53.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 18046 Vault Link http://plansrv1/bridgemaintvault/b18046 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.179222 Longitude DD -97.431644 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18685 x -10846040.9972315 y 4188263.44930155
18045	1409 0325NX	18045	Cleveland	S.H. 9	BISHOP CREEK	1409 0325NX	40ft.-45ft.-40ft. I-BM. SPANS SK. 75 DEG.	1971	35.179522	-97.431597	125.984	39.698	—	3	15	2	38.058	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	15400	2022	5	Unmatched
Raw data OBJECTID 18684 BRKEY 18045 NBI No. 18045 On Under 1 Structure No. 1409 0325NX Control No. 009 Lane Ind. N Milepoint 03250 Facility Carried S.H. 9 Feature Intersected BISHOP CREEK Division 03 County 027 Location 2.9 MI E JCT I-35 Sufficiency 87.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.73 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 1971 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 125.984 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24640 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 18045 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-45ft.-40ft. I-BM. SPANS SK. 75 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0325NX H Index 90.581 Latitude 35:10:46.28 Longitude -97:25:53.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 18045 Vault Link http://plansrv1/bridgemaintvault/b18045 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.179522 Longitude DD -97.431597 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18684 x -10846035.7652154 y 4188304.30786905
18044	7286 0264SX	18044	Tulsa	U.S. 64 EB	CO. RD. UNDER	7286 0264SX	41ft.-43ft.-41ft. I-BM. SPANS SK85 DEG.43ft.31ft.	1971	36.152153	-96.208344	125.984	43.999	—	3	5	2	40.801	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10350	2022	5	Unmatched
Raw data OBJECTID 18683 BRKEY 18044 NBI No. 18044 On Under 1 Structure No. 7286 0264SX Control No. 086 Lane Ind. S Milepoint 02640 Facility Carried U.S. 64 EB Feature Intersected CO. RD. UNDER Division 08 County 143 Location 2.6 MI SE C/L Sufficiency 96.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.801 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 1971 ADT Total 10350 ADT Year 2022 Design Load HS 20 Skew 5 No. Main Spans 3 Road Width 40.801 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.998 Span Type Main M Material 3 - Steel Design 02 Length 125.984 Deck Width 43.999 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16560 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 Y Existing Posting 1402 Max Measured Clearance 2005 Min Measured Clearance 2003 NBI Rating 18044 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 41ft.-43ft.-41ft. I-BM. SPANS SK85 DEG.43ft.31ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0264SX H Index 98.429 Latitude 36:09:07.75 Longitude -96:12:30.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18044 Vault Link http://plansrv1/bridgemaintvault/b18044 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.152153 Longitude DD -96.208344 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18683 x -10709863.8641441 y 4321577.63770375
18327	5505 0291SX	18327	Oklahoma	SW 29TH ST.	I-44 UNDER	5505 0291 X	2-106ft. CONT PLATE GIRDER SPANS W/ 5ft. SIDEWALK S.	1972	35.43498333	-97.56955556	217.001	47.917	—	2	0	3	36.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	A	17900	2022	5	Unmatched
Raw data OBJECTID 18681 BRKEY 18327 NBI No. 18327 On Under 1 Structure No. 5505 0291SX Control No. Lane Ind. Milepoint Facility Carried SW 29TH ST. Feature Intersected I-44 UNDER Division 04 County 109 Location 2.9 MI N I-240 Sufficiency 76.8 Kind Hwy 5 Level Service 1 Route No. 00152 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 92.001 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 1972 ADT Total 17900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 36.001 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 28.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 217.001 Deck Width 47.917 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1708 Min Measured Clearance 1605 NBI Rating 18327 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 3 Lft. Curb SW 5 Rt. Curb SW 5 Description 2-106ft. CONT PLATE GIRDER SPANS W/ 5ft. SIDEWALK S. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0291 X H Index 85.9232 Latitude 35:26:05.94 Longitude -97:34:10.4 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name S.W. 29TH ST (E.B.) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18327 Vault Link http://plansrv1/bridgemaintvault/b18327 GIS FO/SD FO H Inv. Method 25 Latitude DD 35.43498333 Longitude DD -97.56955556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18681 x -10861393.2418652 y 4223151.88985074
18326	5571 1059 X	18326	Oklahoma	MIDWEST BLVD.	I-240 UNDER	5571 1059 X	110ft.-106ft. CONT. PLATE GIRDER SPANS W/ 2.5ft. SIDEWALKS	1972	35.388278	-97.388372	218.999	32.799	—	2	0	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	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)	A	1500	2020	5	Unmatched
Raw data OBJECTID 18680 BRKEY 18326 NBI No. 18326 On Under 1 Structure No. 5571 1059 X Control No. Lane Ind. Milepoint Facility Carried MIDWEST BLVD. Feature Intersected I-240 UNDER Division 04 County 109 Location 6.1 MI E OF JCT I35 Sufficiency 84.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1972 ADT Total 1500 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 10.01 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 218.999 Deck Width 32.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 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 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.7 HS Inv. Rating Method 1 HS Inv. Method 35.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2040 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1704 Min Measured Clearance 1601 NBI Rating 18326 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 2.5 Rt. Curb SW 2.5 Description 110ft.-106ft. CONT. PLATE GIRDER SPANS W/ 2.5ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5571 1059 X H Index 72.5604 Latitude 35:23:17.8 Longitude -97:23:18.14 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name MIDWEST BLVD. 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 18326 Vault Link http://plansrv1/bridgemaintvault/b18326 GIS FO/SD Meets Standards H Inv. Method 21.4 Latitude DD 35.388278 Longitude DD -97.388372 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18680 x -10841223.9802259 y 4216772.56611391
18324	0501 0737NX	18324	Beckham	I-40 WB	S.H. 30 UNDER	0501 0737NX	60ft.-84ft.-60ft. CONT. PLSTE GIRDER SPANS, SK. 45 DEG. R.F.	1972	35.226528	-99.871736	207.021	40	—	3	40	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6650	2022	5	Unmatched
Raw data OBJECTID 18678 BRKEY 18324 NBI No. 18324 On Under 1 Structure No. 0501 0737NX Control No. 001 Lane Ind. N Milepoint 07370 Facility Carried I-40 WB Feature Intersected S.H. 30 UNDER Division 05 County 009 Location 7.4 MI. E. TEXAS ST. LINE Sufficiency 96.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 6650 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 18.1 Underclearance Left 18.1 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 207.021 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10640 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1708 Min Measured Clearance 1700 NBI Rating 18324 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-84ft.-60ft. CONT. PLSTE GIRDER SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0737NX H Index 89.5819 Latitude 35:13:35.5 Longitude -99:52:18.25 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18324 Vault Link http://plansrv1/bridgemaintvault/b18324 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.226528 Longitude DD -99.871736 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18678 x -11117670.7961602 y 4194708.16498965
18323	0501 0737SX	18323	Beckham	I-40 EB	S.H. 30 UNDER	0501 0737SX	60ft.-84ft.-60ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. R.F.	1972	35.226067	-99.871264	207.021	40	—	3	40	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7050	2022	5	Unmatched
Raw data OBJECTID 18677 BRKEY 18323 NBI No. 18323 On Under 1 Structure No. 0501 0737SX Control No. 001 Lane Ind. S Milepoint 07370 Facility Carried I-40 EB Feature Intersected S.H. 30 UNDER Division 05 County 009 Location 7.4 MI E TEXAS ST. LINE Sufficiency 96.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 7050 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 10.2 Underclearance Left 11.201 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 207.021 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11280 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1707 Min Measured Clearance 1606 NBI Rating 18323 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-84ft.-60ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0737SX H Index 89.4508 Latitude 35:13:33.84 Longitude -99:52:16.55 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18323 Vault Link http://plansrv1/bridgemaintvault/b18323 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.226067 Longitude DD -99.871264 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18677 x -11117618.2533606 y 4194645.34270239
18228	0112 0113 X	18228	Adair	S.H. 10	WINSET HOLLOW CREEK	0112 0113 X	(13'-17'-13')X 5'X 42' R.C.B.	1972	36.14100833	-94.78270556	45.932	40.03	—	3	0	2	34.029	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.2	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	1600	2022	5	Unmatched
Raw data OBJECTID 18676 BRKEY 18228 NBI No. 18228 On Under 1 Structure No. 0112 0113 X Control No. 012 Lane Ind. Milepoint 01130 Facility Carried S.H. 10 Feature Intersected WINSET HOLLOW CREEK Division 01 County 001 Location 1.1 MI.E.CHEROKEE CO Sufficiency 93.2 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 34.029 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 1972 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 34.029 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 45.932 Deck Width 40.03 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 52.816551 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance NN NBI Rating 18228 ODOT County 01 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 (13'-17'-13')X 5'X 42' R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0112 0113 X H Index 83.632 Latitude 36:08:27.63 Longitude -94:46:57.74 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 10 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18228 NBI Text 18228 Vault Link http://plansrv1/bridgemaintvault/b18228 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.14100833 Longitude DD -94.78270556 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18676 x -10551162.518948 y 4320041.287617