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
18169	7293 0395WXR	18169	Tulsa	U.S. 75 RAMP	CREEK	7293 0395WXR	2-8ft.X 5ft.X 154ft. R.C.BOX SK.45 DEG.	1972	36.20665278	-95.94787222	24.934	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	12500	2022	5	Unmatched
Raw data OBJECTID 18458 BRKEY 18169 NBI No. 18169 On Under 1 Structure No. 7293 0395WXR Control No. 093 Lane Ind. W Milepoint 03950 Facility Carried U.S. 75 RAMP Feature Intersected CREEK Division 08 County 143 Location 300 FT W US - 75 Sufficiency 87.6 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 20 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 1972 ADT Total 12500 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 15 Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 19 Length 24.934 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 657.7 HS Inv. Rating Method 1 HS Inv. Method 394.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20000 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18169 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-8ft.X 5ft.X 154ft. R.C.BOX SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7293 0395WXR H Index 98.4285 Latitude 36:12:23.95 Longitude -95:56:52.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 RAMP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18169 Vault Link http://plansrv1/bridgemaintvault/b18169 GIS FO/SD Meets Standards H Inv. Method 348.5 Latitude DD 36.20665278 Longitude DD -95.94787222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18458 x -10680868.2782285 y 4329093.85965812
18082	7286 1501 XR	18082	Tulsa	U.S. 64 RAMP	BIKE PATH UNDER	7286 1501 XR	3-56ft. PLATE GIRDER	1971	36.15747222	-96.00276389	178.15	43.999	—	3	42	1	42.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	15000	2022	5	Unmatched
Raw data OBJECTID 18457 BRKEY 18082 NBI No. 18082 On Under 1 Structure No. 7286 1501 XR Control No. 086 Lane Ind. Milepoint 15010 Facility Carried U.S. 64 RAMP Feature Intersected BIKE PATH UNDER Division 08 County 143 Location 15.0 MI E OSAGE CO. Sufficiency 97.9 Kind Hwy 2 Level Service 7 Route No. 00064 Service Type On 1 Service Type Off 3 Vertical Clearance _ Horizontal Clearance 42.001 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 15000 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 178.15 Deck Width 43.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 81.4 HS Inv. Rating Method 1 HS Inv. Method 48.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18082 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-56ft. PLATE GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7286 1501 XR H Index 98.353 Latitude 36:09:26.9 Longitude -96:00:09.95 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 RAMP 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 18082 Vault Link http://plansrv1/bridgemaintvault/b18082 GIS FO/SD Meets Standards H Inv. Method 39.1 Latitude DD 36.15747222 Longitude DD -96.00276389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18457 x -10686978.7909817 y 4322310.99651285
18081	0703 0563WX	18081	Bryan	U.S. 69 SB	WASHINGTON AVE. UNDER	0703 0563WX	48ft. - 78ft. - 48ft. CONTINUOUS I-BEAM SK 45 DEG.	1971	34.020167	-96.389947	176.001	43.399	—	3	45	2	40.699	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.9	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	10050	2022	5	Unmatched
Raw data OBJECTID 18456 BRKEY 18081 NBI No. 18081 On Under 1 Structure No. 0703 0563WX Control No. 003 Lane Ind. W Milepoint 05630 Facility Carried U.S. 69 SB Feature Intersected WASHINGTON AVE. UNDER Division 02 County 013 Location 5.63 N JCT US-69 BUS Sufficiency 79.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.699 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 10050 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 176.001 Deck Width 43.399 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 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 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16080 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 1605 Min Measured Clearance 1408 NBI Rating 18081 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft. - 78ft. - 48ft. CONTINUOUS I-BEAM SK 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0563WX H Index 84.5337 Latitude 34:01:12.6 Longitude -96:23:23.81 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 021 NBI Text 18081 Vault Link http://plansrv1/bridgemaintvault/b18081 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.020167 Longitude DD -96.389947 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18456 x -10730079.8176306 y 4031510.28306804
18080	0703 0563EX	18080	Bryan	U.S. 69 NB	WASHINGTON AVE. UNDER	0703 0563EX	48ft. - 78ft. - 48ft. CONTINUOUS I-BEAM SK 45 DEG.	1971	34.019725	-96.38979444	176.001	51.401	—	3	45	3	48.701	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	Satisfactory (6)	Fair (5)	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	10100	2022	5	Unmatched
Raw data OBJECTID 18455 BRKEY 18080 NBI No. 18080 On Under 1 Structure No. 0703 0563EX Control No. 003 Lane Ind. E Milepoint 05630 Facility Carried U.S. 69 NB Feature Intersected WASHINGTON AVE. UNDER Division 02 County 013 Location 5.63 N JCT US-69 BUS Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.701 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 10100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 48.701 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 176.001 Deck Width 51.401 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16160 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 1703 Min Measured Clearance 1700 NBI Rating 18080 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft. - 78ft. - 48ft. CONTINUOUS I-BEAM SK 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0563EX H Index 91.7017 Latitude 34:01:11.01 Longitude -96:23:23.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 020 NBI Text 18080 Vault Link http://plansrv1/bridgemaintvault/b18080 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.019725 Longitude DD -96.38979444 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18455 x -10730062.8347291 y 4031450.91932414
18079	7209 0557WX	18079	Tulsa	I-244	BIKE PATH UNDER	7209 0557WX	53ft.,64ft.,53ft.CONPLTGRD	1971	36.15735556	-96.00194444	172.9	47.999	—	3	15	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Good (7)	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 18454 BRKEY 18079 NBI No. 18079 On Under 1 Structure No. 7209 0557WX Control No. 009 Lane Ind. W Milepoint 05570 Facility Carried I-244 Feature Intersected BIKE PATH UNDER Division 08 County 143 Location 5.5 MI N I-44 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 3 Vertical Clearance _ Horizontal Clearance 46.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 29500 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 46.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 172.9 Deck Width 47.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.2 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18079 ODOT County 72 Nav. Control 0 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 53ft.,64ft.,53ft.CONPLTGRD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0557WX H Index 90.4913 Latitude 36:09:26.48 Longitude -96:00:07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 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 18079 Vault Link http://plansrv1/bridgemaintvault/b18079 GIS FO/SD Meets Standards H Inv. Method 22.9 Latitude DD 36.15735556 Longitude DD -96.00194444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18454 x -10686887.5702249 y 4322294.91211008
18361	5421 0777 X	18361	Okfuskee	S.H. 48	N. CANADIAN RIVER	5421 0777 X	3-70ft. & 4-95ft. PRESTR	1972	35.37675278	-96.37051944	592	34	—	4	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Satisfactory (6)	Very good (8)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	700	2022	5	Unmatched
Raw data OBJECTID 18452 BRKEY 18361 NBI No. 18361 On Under 1 Structure No. 5421 0777 X Control No. 021 Lane Ind. Milepoint 07770 Facility Carried S.H. 48 Feature Intersected N. CANADIAN RIVER Division 03 County 107 Location 1.8 MI S JCT I40 Sufficiency 98.7 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 24 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 592 Deck Width 34 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 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1120 Future ADT Year 2042 Bypass Detour 24.854848 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 18361 ODOT County 54 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 9 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. & 4-95ft. PRESTR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5421 0777 X H Index 89.5054 Latitude 35:22:36.31 Longitude -96:22:13.87 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 48 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 18361 Vault Link http://plansrv1/bridgemaintvault/b18361 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.37675278 Longitude DD -96.37051944 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18452 x -10727917.1515441 y 4215198.94353088
18360	7209 0520 XR	18360	Tulsa	1ST ST.TO I-244 EB	I-244 & BNSF R.R. UNDER	7209 0520 X	(61ft.-94ft.-61ft. CONT.)(	1972	36.151944	-96.001389	568	25	—	8	0	1	22.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91	Satisfactory (6)	Very good (8)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2020	5	Unmatched
Raw data OBJECTID 18451 BRKEY 18360 NBI No. 18360 On Under 1 Structure No. 7209 0520 XR Control No. Lane Ind. Milepoint Facility Carried 1ST ST.TO I-244 EB Feature Intersected I-244 & BNSF R.R. UNDER Division 08 County 143 Location 5.2 MI N I-44 Sufficiency 91 Kind Hwy 5 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 22.001 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 5000 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 22.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 568 Deck Width 25 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 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 46.9 HS Inv. Rating Method 1 HS Inv. Method 27.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2040 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1803 Min Measured Clearance 1600 NBI Rating 18360 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 (61ft.-94ft.-61ft. CONT.)( Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0520 X H Index 72.8911 Latitude 36:09:07 Longitude -96:00:05 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name 1ST ST. 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 03 NBI Text 18360 Vault Link http://plansrv1/bridgemaintvault/b18360 GIS FO/SD Meets Standards H Inv. Method 19.9 Latitude DD 36.151944 Longitude DD -96.001389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18451 x -10686825.738927 y 4321548.82397006
18359	7209 0229 X	18359	Tulsa	U.S. 75	I-244/ SW BLVD./R.R. UND	7209 0229EX	6 CONPLTGRDR SPANS	1972	36.11165	-96.01245278	549	40	—	7	99	2	38	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.4	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	25050	2022	5	Unmatched
Raw data OBJECTID 18450 BRKEY 18359 NBI No. 18359 On Under 1 Structure No. 7209 0229 X Control No. Lane Ind. Milepoint Facility Carried U.S. 75 Feature Intersected I-244/ SW BLVD./R.R. UND Division 08 County 143 Location 2.2 MI N I-44 Sufficiency 79.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 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 1972 ADT Total 25050 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. R Underclearance Right 2.999 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 03 Length 549 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 65.1 HS Inv. Rating Method 1 HS Inv. Method 39.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40080 Future ADT Year 2042 Bypass Detour 1.988388 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1508 Max Measured Clearance 1700 Min Measured Clearance 1603 NBI Rating 18359 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 6 CONPLTGRDR SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0229EX H Index 92.9024 Latitude 36:06:41.94 Longitude -96:00:44.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 75 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 18359 Vault Link http://plansrv1/bridgemaintvault/b18359 GIS FO/SD FO H Inv. Method 21.7 Latitude DD 36.11165 Longitude DD -96.01245278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18450 x -10688057.3532828 y 4315995.13513254
18358	7209 0475 XR	18358	Tulsa	I-444 WB RAMP	I-244 UNDER	7294 0018 X	(65ft.-115ft.-80ft.)(80ft.-100ft.-80ft.) CONT. PLATE GIRDER SPANS SK. VARIES	1972	36.145864	-96.0014	520.013	22.999	—	6	0	1	20	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	18	Critical (2)	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	46000	2022	5	Unmatched
Raw data OBJECTID 18449 BRKEY 18358 NBI No. 18358 On Under 1 Structure No. 7209 0475 XR Control No. Lane Ind. Milepoint Facility Carried I-444 WB RAMP Feature Intersected I-244 UNDER Division 08 County 143 Location 4.7 MI N I-44 Sufficiency 18 Kind Hwy 1 Level Service 7 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 46000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 20 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 520.013 Deck Width 22.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 48.1 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73600 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 2506 Min Measured Clearance 1610 NBI Rating 18358 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 (65ft.-115ft.-80ft.)(80ft.-100ft.-80ft.) CONT. PLATE GIRDER SPANS SK. VARIES Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0018 X H Index 83.1858 Latitude 36:08:45.11 Longitude -96:00:05.04 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-444 WB TO I-244 SB RAMP 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 005 NBI Text 18358 Vault Link http://plansrv1/bridgemaintvault/b18358 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 36.145864 Longitude DD -96.0014 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18449 x -10686826.9634414 y 4320710.63986928
18357	7209 0482 XR	18357	Tulsa	I-444 RAMP N-E	I-244 NB UNDER	7209 0482 X	7-CONPLTGRDR SPANS	1972	36.14573611	-96.00161111	459.974	42.001	—	7	47	2	38.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	15000	2022	5	Unmatched
Raw data OBJECTID 18448 BRKEY 18357 NBI No. 18357 On Under 1 Structure No. 7209 0482 XR Control No. Lane Ind. Milepoint Facility Carried I-444 RAMP N-E Feature Intersected I-244 NB UNDER Division 08 County 143 Location 4.8 MI N I-44 Sufficiency 94.9 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 6 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 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 1972 ADT Total 15000 ADT Year 2022 Design Load HS 20 Skew 47 No. Main Spans 7 Road Width 38.999 Ref. Underclearance Rt. H Underclearance Right 15.092 Underclearance Left 7.874 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 459.974 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24000 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 1608 Max Measured Clearance 1809 Min Measured Clearance 1609 NBI Rating 18357 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 7-CONPLTGRDR SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0482 X H Index 92.566 Latitude 36:08:44.65 Longitude -96:00:05.8 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-444 N-E 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 18357 Vault Link http://plansrv1/bridgemaintvault/b18357 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.14573611 Longitude DD -96.00161111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18448 x -10686850.4640991 y 4320693.00975043
18356	7209 0662SX	18356	Tulsa	I-244	SK & O R.R & ARCHER ST	7209 0662SX	66ft.-69ft.-86ft.-46ft.- 58ft.-82ft. WELDED PLT GIRDER SPNS SK OVER ARCHER ST & SK 64 D	1972	36.16033611	-95.98519722	409.121	39.301	—	6	99	2	37.5	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33200	2022	5	Unmatched
Raw data OBJECTID 18447 BRKEY 18356 NBI No. 18356 On Under 1 Structure No. 7209 0662SX Control No. 009 Lane Ind. S Milepoint 06620 Facility Carried I-244 Feature Intersected SK & O R.R & ARCHER ST Division 08 County 143 Location 6.6 MI N I-44 Sufficiency 78.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 37.5 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 1972 ADT Total 33200 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 6 Road Width 37.5 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 52.999 Span Type Main M Material 3 - Steel Design 03 Length 409.121 Deck Width 39.301 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 N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 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 53120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 18.7 Min Measured Clearance 18.5 NBI Rating 18356 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 66ft.-69ft.-86ft.-46ft.- 58ft.-82ft. WELDED PLT GIRDER SPNS SK OVER ARCHER ST & SK 64 D Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0662SX H Index 90.7309 Latitude 36:09:37.21 Longitude -95:59:06.71 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 OVER 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 18356 Vault Link http://plansrv1/bridgemaintvault/b18356 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.16033611 Longitude DD -95.98519722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18447 x -10685023.2782223 y 4322705.86052643
18269	0501 0506NX	18269	Beckham	I-40	NS-172/HONEY RD. UNDER	0501 0506NX	32ft.-46ft.-32ft. CONT. CONCRETE SLAB SPANS	1972	35.226667	-99.912114	111.877	40	—	3	0	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6100	2022	5	Unmatched
Raw data OBJECTID 18446 BRKEY 18269 NBI No. 18269 On Under 1 Structure No. 0501 0506NX Control No. 001 Lane Ind. N Milepoint 05060 Facility Carried I-40 Feature Intersected NS-172/HONEY RD. UNDER Division 05 County 009 Location 5.1 MI E TEXAS ST. LINE Sufficiency 97 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 6100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 9 Underclearance Left 12 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 120 HS Inv. Rating Method 1 HS Inv. Method 72 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9760 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1701 Min Measured Clearance 1600 NBI Rating 18269 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-46ft.-32ft. CONT. CONCRETE SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0506NX H Index 99.0051 Latitude 35:13:36 Longitude -99:54:43.61 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18269 Vault Link http://plansrv1/bridgemaintvault/b18269 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 35.226667 Longitude DD -99.912114 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18446 x -11122165.6545595 y 4194727.10713762
18268	7218 1020WX	18268	Tulsa	U.S. 75 SB	49TH ST. UNDER	7218 1020WX	100ft. PLATE GIRDER S	1972	36.09222222	-96.00688056	102.034	45.098	—	1	0	3	43.701	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.7	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	25050	2022	5	Unmatched
Raw data OBJECTID 18445 BRKEY 18268 NBI No. 18268 On Under 1 Structure No. 7218 1020WX Control No. 018 Lane Ind. W Milepoint 10200 Facility Carried U.S. 75 SB Feature Intersected 49TH ST. UNDER Division 08 County 143 Location 10.2 MI N JCT SH 67 Sufficiency 80.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.701 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 1972 ADT Total 25050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 43.701 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 102.034 Deck Width 45.098 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97.3 HS Inv. Rating Method 1 HS Inv. Method 58.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40080 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 N Existing Posting 1406 Max Measured Clearance 1906 Min Measured Clearance 1809 NBI Rating 18268 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 100ft. PLATE GIRDER S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1020WX H Index 84.4816 Latitude 36:05:32 Longitude -96:00:24.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 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 18268 Vault Link http://plansrv1/bridgemaintvault/b18268 GIS FO/SD FO H Inv. Method 39.2 Latitude DD 36.09222222 Longitude DD -96.00688056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18445 x -10687437.0565898 y 4313318.43838779
18267	7218 1020EX	18267	Tulsa	U.S. 75 NB	49TH ST. UNDER	7218 1020EX	100ft. PLATE GIRDER S	1972	36.09222222	-96.00643056	102.034	52.201	—	1	0	3	50.699	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	25300	2022	5	Unmatched
Raw data OBJECTID 18444 BRKEY 18267 NBI No. 18267 On Under 1 Structure No. 7218 1020EX Control No. 018 Lane Ind. E Milepoint 10200 Facility Carried U.S. 75 NB Feature Intersected 49TH ST. UNDER Division 08 County 143 Location 10.2 MI N JCT SH 67 Sufficiency 93.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50.699 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 1972 ADT Total 25300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 50.699 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 102.034 Deck Width 52.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95.8 HS Inv. Rating Method 1 HS Inv. Method 57.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40480 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 N Existing Posting 1406 Max Measured Clearance 1500 Min Measured Clearance 1410 NBI Rating 18267 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 100ft. PLATE GIRDER S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1020EX H Index 94.8468 Latitude 36:05:32 Longitude -96:00:23.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 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 18267 Vault Link http://plansrv1/bridgemaintvault/b18267 GIS FO/SD Meets Standards H Inv. Method 39.4 Latitude DD 36.09222222 Longitude DD -96.00643056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18444 x -10687386.962819 y 4313318.43838779
18266	7293 0595EX	18266	Tulsa	U.S. 75 NB	56TH ST. UNDER	7293 0595EX	100ft. PREST CONC BM SPAN	1972	36.235014	-95.944897	100.066	57.7	—	1	0	3	54.701	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Good (7)	Good (7)	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 18443 BRKEY 18266 NBI No. 18266 On Under 1 Structure No. 7293 0595EX Control No. 093 Lane Ind. E Milepoint 05950 Facility Carried U.S. 75 NB Feature Intersected 56TH ST. UNDER Division 08 County 143 Location 5.9 MI N I-244 Sufficiency 96.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y 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 1972 ADT Total 16400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 54.701 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100.066 Deck Width 57.7 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 35 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 1600 Max Measured Clearance 1608 Min Measured Clearance 1604 NBI Rating 18266 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 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0595EX H Index 97.1314 Latitude 36:14:06.05 Longitude -95:56:41.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 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 18266 Vault Link http://plansrv1/bridgemaintvault/b18266 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.235014 Longitude DD -95.944897 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18443 x -10680537.0782531 y 4333007.30770887
18265	5567 0576EX	18265	Oklahoma	U.S. 77 NB	MEMORIAL RD. UNDER	5567 0576 X	2-90ft. P.C. BEAM SPANS SK. 59 DEG.47ft. 36in.	1972	35.608925	-97.4969	184.823	74.377	—	2	31	4	71.299	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	29700	2022	5	Unmatched
Raw data OBJECTID 18442 BRKEY 18265 NBI No. 18265 On Under 1 Structure No. 5567 0576EX Control No. 067 Lane Ind. E Milepoint 05760 Facility Carried U.S. 77 NB Feature Intersected MEMORIAL RD. UNDER Division 04 County 109 Location 5.8 MI N I-44 Sufficiency 98.8 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 71.299 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 29700 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 2 Road Width 71.299 Ref. Underclearance Rt. H Underclearance Right 7.979 Underclearance Left 2.1 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 184.823 Deck Width 74.377 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47520 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 N Existing Posting -1 Max Measured Clearance 1808 Min Measured Clearance 1706 NBI Rating 18265 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. 9 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-90ft. P.C. BEAM SPANS SK. 59 DEG.47ft. 36in. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567 0576 X H Index 95.7133 Latitude 35:36:32.13 Longitude -97:29:48.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 77 NB 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 18265 Vault Link http://plansrv1/bridgemaintvault/b18265 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.608925 Longitude DD -97.4969 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18442 x -10853305.2619227 y 4246942.6269069
18264	5567 0457EX	18264	Oklahoma	U.S. 77 NB	122ND ST. UNDER	5567 0457 X	100ft. P.C. BEAM SPAN SK 60 DEG.14ft. 54in.	1972	35.594428	-97.507378	101.001	74.341	—	1	30	4	71.299	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	29700	2022	5	Unmatched
Raw data OBJECTID 18441 BRKEY 18264 NBI No. 18264 On Under 1 Structure No. 5567 0457EX Control No. 067 Lane Ind. E Milepoint 04570 Facility Carried U.S. 77 NB Feature Intersected 122ND ST. UNDER Division 04 County 109 Location 4.6 MI N I-44 Sufficiency 99.8 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 71.299 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 29700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 71.299 Ref. Underclearance Rt. H Underclearance Right 9.8 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 101.001 Deck Width 74.341 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47520 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1610 Min Measured Clearance 1606 NBI Rating 18264 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 100ft. P.C. BEAM SPAN SK 60 DEG.14ft. 54in. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567 0457 X H Index 96.7708 Latitude 35:35:39.94 Longitude -97:30:26.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 77 NB 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 18264 Vault Link http://plansrv1/bridgemaintvault/b18264 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.594428 Longitude DD -97.507378 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18441 x -10854471.6675472 y 4244957.839102
18168	5567 0380 X	18168	Oklahoma	U.S. 77	CREEK	5567 0380 X	2-10ft.X 5ft.X 381ft. R.C.BOX SK60 DEG. W/ BROKEN-BACK DESIGN	1972	35.584881	-97.513306	26.43	0	—	2	30	11	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	81700	2022	5	Unmatched
Raw data OBJECTID 18440 BRKEY 18168 NBI No. 18168 On Under 1 Structure No. 5567 0380 X Control No. 067 Lane Ind. Milepoint 03800 Facility Carried U.S. 77 Feature Intersected CREEK Division 04 County 109 Location 3.8 MI N I-44 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1972 ADT Total 81700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 11 Fill RCB 13 Appr. Roadway Width 160 Span Type Main M Material 1 - Concrete Design 19 Length 26.43 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 130720 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18168 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 5ft.X 381ft. R.C.BOX SK60 DEG. W/ BROKEN-BACK DESIGN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567 0380 X H Index 98.6285 Latitude 35:35:05.57 Longitude -97:30:47.9 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 77 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18168 Vault Link http://plansrv1/bridgemaintvault/b18168 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.584881 Longitude DD -97.513306 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18440 x -10855131.5694887 y 4243650.95331035
18167	1603 0337 X	18167	Comanche	U.S. 62	CREEK	1603 0337 X	2-10ft.X 8ft.X 318ft. R.C.BOX	1972	34.630525	-98.76671111	22.966	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.3	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 18439 BRKEY 18167 NBI No. 18167 On Under 1 Structure No. 1603 0337 X Control No. 003 Lane Ind. Milepoint 03370 Facility Carried U.S. 62 Feature Intersected CREEK Division 07 County 031 Location 3.37 MI. E. KIOWA CL Sufficiency 69.3 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 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 4900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 34 Appr. Roadway Width 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 60.273005 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 18167 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 8ft.X 318ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1603 0337 X H Index 100 Latitude 34:37:49.89 Longitude -98:46:00.16 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 005 NBI Text 18167 Vault Link http://plansrv1/bridgemaintvault/b18167 GIS FO/SD Meets Standards H Inv. Method 62.6 Latitude DD 34.630525 Longitude DD -98.76671111 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18439 x -10994659.9880916 y 4113783.63896237
18077	7293 1538EX	18077	Tulsa	U.S. 75 NB	S.H. 20 UNDER	7293 1538EX	85ft.-80ft. PC BM. SPANS 40ft.CL.RDWY. W/F-SHAPED PARAPETS	1971	36.365436	-95.920514	166.499	43.75	—	2	0	2	40.751	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Very good (8)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	11250	2022	5	Unmatched
Raw data OBJECTID 18434 BRKEY 18077 NBI No. 18077 On Under 1 Structure No. 7293 1538EX Control No. 093 Lane Ind. E Milepoint 15380 Facility Carried U.S. 75 NB Feature Intersected S.H. 20 UNDER Division 08 County 143 Location JCT SH 20 Sufficiency 98.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.751 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 11250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40.751 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.499 Deck Width 43.75 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 8 Super Rating 9 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 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1609 Min Measured Clearance 1608 NBI Rating 18077 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 85ft.-80ft. PC BM. SPANS 40ft.CL.RDWY. W/F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 1538EX H Index 100 Latitude 36:21:55.57 Longitude -95:55:13.85 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 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 18077 Vault Link http://plansrv1/bridgemaintvault/b18077 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.365436 Longitude DD -95.920514 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18434 x -10677822.7751091 y 4351022.0111838
18076	7293 1538WX	18076	Tulsa	U.S. 75 SB	S.H. 20 UNDER	7293 1538WX	85ft. X 80ft. PC BM SPANS 40ft. CL.RDWY. W/F-SHAPED PARAPETS	1971	36.365433	-95.920889	166.499	43.75	—	2	0	2	40.751	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	10600	2022	5	Unmatched
Raw data OBJECTID 18433 BRKEY 18076 NBI No. 18076 On Under 1 Structure No. 7293 1538WX Control No. 093 Lane Ind. W Milepoint 15380 Facility Carried U.S. 75 SB Feature Intersected S.H. 20 UNDER Division 08 County 143 Location JCT SH 20 Sufficiency 98.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.751 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 10600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40.751 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.499 Deck Width 43.75 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 7 Super Rating 8 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 63.5 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1600 Min Measured Clearance 1600 NBI Rating 18076 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 85ft. X 80ft. PC BM SPANS 40ft. CL.RDWY. W/F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 1538WX H Index 100 Latitude 36:21:55.56 Longitude -95:55:15.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 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 18076 Vault Link http://plansrv1/bridgemaintvault/b18076 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 36.365433 Longitude DD -95.920889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18433 x -10677864.5199181 y 4351021.5964582
18075	7209 0652NX	18075	Tulsa	I-244	GREENWOOD AVE. UNDER	7209 0652NX	35ft.,79ft.,46ft. PLT GRDR	1971	36.16111111	-95.986825	168.963	52.001	—	3	20	3	48.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Good (7)	Good (7)	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	32000	2022	5	Unmatched
Raw data OBJECTID 18432 BRKEY 18075 NBI No. 18075 On Under 1 Structure No. 7209 0652NX Control No. 009 Lane Ind. N Milepoint 06520 Facility Carried I-244 Feature Intersected GREENWOOD AVE. UNDER Division 08 County 143 Location 6.5 MI N I-44 Sufficiency 93.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.999 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 20 No. Main Spans 3 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 6.89 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 48.999 Span Type Main M Material 3 - Steel Design 02 Length 168.963 Deck Width 52.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 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 71.7 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 51200 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 _ Existing Posting 2005 Max Measured Clearance 2111 Min Measured Clearance 2009 NBI Rating 18075 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 35ft.,79ft.,46ft. PLT GRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0652NX H Index 97.6382 Latitude 36:09:40 Longitude -95:59:12.57 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 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 18075 Vault Link http://plansrv1/bridgemaintvault/b18075 GIS FO/SD Meets Standards H Inv. Method 31.7 Latitude DD 36.16111111 Longitude DD -95.986825 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18432 x -10685204.4818631 y 4322812.71753295
18074	3803 0644SX	18074	Kiowa	U.S. 62	DEEP RED CREEK	3803 0644SX	50ft.-60ft.-50ft. P/S CONC. BEAM SPANS	1971	34.63756111	-98.88846667	162.001	47.001	—	3	0	2	44.003	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2450	2022	5	Unmatched
Raw data OBJECTID 18431 BRKEY 18074 NBI No. 18074 On Under 1 Structure No. 3803 0644SX Control No. 003 Lane Ind. S Milepoint 06440 Facility Carried U.S. 62 Feature Intersected DEEP RED CREEK Division 05 County 075 Location 6.5 MI E TILLMAN C/L Sufficiency 88.1 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44.003 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 2450 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 44.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.001 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N 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 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3920 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 18074 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3803 0644SX H Index 89.2408 Latitude 34:38:15.22 Longitude -98:53:18.48 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18074 Vault Link http://plansrv1/bridgemaintvault/b18074 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 34.63756111 Longitude DD -98.88846667 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18431 x -11008213.755032 y 4114735.58025535
18073	1404 1438NX	18073	Cleveland	S.H. 9 WB	U.S. 77 UNDER	1409 0407NX	82ft.-77ft. CONT. PLATE	1971	35.184003	-97.41865	161.089	42.323	—	2	0	2	41.339	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	15400	2022	5	Unmatched
Raw data OBJECTID 18430 BRKEY 18073 NBI No. 18073 On Under 1 Structure No. 1404 1438NX Control No. Lane Ind. Milepoint Facility Carried S.H. 9 WB Feature Intersected U.S. 77 UNDER Division 03 County 027 Location 3.6 MI E OF JCT I-35 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 1971 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 41.339 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.701 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 161.089 Deck Width 42.323 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1511 Min Measured Clearance 1502 NBI Rating 18073 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 82ft.-77ft. CONT. PLATE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0407NX H Index 97.0808 Latitude 35:11:02.41 Longitude -97:25:07.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 9 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18073 Vault Link http://plansrv1/bridgemaintvault/b18073 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.184003 Longitude DD -97.41865 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18430 x -10844594.5117681 y 4188914.61662182
18072	1404 1436SX	18072	Cleveland	S.H. 9 EB	U.S. 77 UNDER	1409 0407SX	82ft.-77ft. CONT. PLATE	1971	35.183725	-97.418475	161.089	42.323	—	2	0	2	41.339	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.7	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	15050	2022	5	Unmatched
Raw data OBJECTID 18429 BRKEY 18072 NBI No. 18072 On Under 1 Structure No. 1404 1436SX Control No. Lane Ind. Milepoint Facility Carried S.H. 9 EB Feature Intersected U.S. 77 UNDER Division 03 County 027 Location 3.6 MI E JCT I-35 Sufficiency 88.7 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 1971 ADT Total 15050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 41.339 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 18.701 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 161.089 Deck Width 42.323 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 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 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24080 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 1411 Max Measured Clearance 1511 Min Measured Clearance 1502 NBI Rating 18072 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 82ft.-77ft. CONT. PLATE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1409 0407SX H Index 98.5708 Latitude 35:11:01.41 Longitude -97:25:06.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 9 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18072 Vault Link http://plansrv1/bridgemaintvault/b18072 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.183725 Longitude DD -97.418475 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18429 x -10844575.0308572 y 4188876.75225665
18355	5147 0292NX	18355	Muskogee	U.S. 62 WB	UP R.R. UNDER	5147 0292NX	7-53ft. I-BM. SPANS SK	1972	35.77060833	-95.35004444	374.016	43.399	—	7	45	2	40.699	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	12100	2022	5	Unmatched
Raw data OBJECTID 18428 BRKEY 18355 NBI No. 18355 On Under 1 Structure No. 5147 0292NX Control No. 047 Lane Ind. N Milepoint 02920 Facility Carried U.S. 62 WB Feature Intersected UP R.R. UNDER Division 01 County 101 Location 3.2 MI E JCT US 69 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 40.699 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 12100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 7 Road Width 40.699 Ref. Underclearance Rt. R Underclearance Right 15.7 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.7 Span Type Main M Material 3 - Steel Design 02 Length 374.016 Deck Width 43.399 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 19360 Future ADT Year 2042 Bypass Detour 0.1 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 2204 Min Measured Clearance 2202 NBI Rating 18355 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-53ft. I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5147 0292NX H Index 88.9685 Latitude 35:46:14.19 Longitude -95:21:00.16 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 -1 NBI Text 18355 Vault Link http://plansrv1/bridgemaintvault/b18355 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.77060833 Longitude DD -95.35004444 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18428 x -10614318.3941768 y 4269103.16598885
18354	7236 0193 X	18354	Tulsa	S.H. 11	BIRD CREEK	7236 0193 X	75ft.,2-100ft.,75ft. PREST	1972	36.394683	-95.991514	352	34	—	4	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 18427 BRKEY 18354 NBI No. 18354 On Under 1 Structure No. 7236 0193 X Control No. 036 Lane Ind. Milepoint 01930 Facility Carried S.H. 11 Feature Intersected BIRD CREEK Division 08 County 143 Location 2 MI S WASHINGTON CO Sufficiency 78.8 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1972 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 352 Deck Width 34 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 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 4 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 4.97097 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 18354 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.,2-100ft.,75ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7236 0193 X H Index 86.9199 Latitude 36:23:40.86 Longitude -95:59:29.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18354 Vault Link http://plansrv1/bridgemaintvault/b18354 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.394683 Longitude DD -95.991514 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18427 x -10685726.4589554 y 4355065.93133084
18353	7209 0662SXR	18353	Tulsa	I-244 RAMP	SK & O R.R & ARCHER ST	7209 0662SXR	95ft.-65ft. CONT & 112ft.-76ft. CONT WELDED PLT GIRDER SPNS SK 56D.03ft.07ft.OVER ARCHE	1972	36.16043333	-95.98501667	348.097	33.901	—	4	34	2	31.9	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.4	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	30000	2022	5	Unmatched
Raw data OBJECTID 18426 BRKEY 18353 NBI No. 18353 On Under 1 Structure No. 7209 0662SXR Control No. 009 Lane Ind. S Milepoint 06620 Facility Carried I-244 RAMP Feature Intersected SK & O R.R & ARCHER ST Division 08 County 143 Location 6.6 MI N I-44 Sufficiency 86.4 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 31.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 30000 ADT Year 2022 Design Load HS 20 Skew 34 No. Main Spans 4 Road Width 31.9 Ref. Underclearance Rt. R Underclearance Right 12.001 Underclearance Left 99.9 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 348.097 Deck Width 33.901 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 70.7 HS Inv. Rating Method 1 HS Inv. Method 42.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48000 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 N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18353 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 95ft.-65ft. CONT & 112ft.-76ft. CONT WELDED PLT GIRDER SPNS SK 56D.03ft.07ft.OVER ARCHE Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7209 0662SXR H Index 92.0514 Latitude 36:09:37.56 Longitude -95:59:06.06 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 RAMP OVER 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 18353 Vault Link http://plansrv1/bridgemaintvault/b18353 GIS FO/SD Meets Standards H Inv. Method 28.3 Latitude DD 36.16043333 Longitude DD -95.98501667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18426 x -10685003.1794883 y 4322719.2651629
18352	0928R0213 X	18352	Canadian	S.H. 4	N. CANADIAN RIVER	0928 0213 X	(2)-95ft. & (2)-70ft. PRESTRESSED CONC. BM. SPANS	1972	35.53895	-97.742364	332.5	34	—	4	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.4	Poor (4)	Fair (5)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	3800	2018	5	Unmatched
Raw data OBJECTID 18425 BRKEY 18352 NBI No. 18352 On Under 1 Structure No. 0928R0213 X Control No. 028 Lane Ind. Milepoint 02130 Facility Carried S.H. 4 Feature Intersected N. CANADIAN RIVER Division 04 County 017 Location 2.2 MI. N. JCT. SH66 Sufficiency 64.4 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1972 ADT Total 3800 ADT Year 2018 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 332.5 Deck Width 34 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 5 Super Rating 4 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2038 Bypass Detour 8.077825 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18352 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2)-95ft. & (2)-70ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0928 0213 X H Index 80.5303 Latitude 35:32:20.22 Longitude -97:44:32.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 4 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 18352 Vault Link http://plansrv1/bridgemaintvault/b18352 GIS FO/SD SD H Inv. Method 25 Latitude DD 35.53895 Longitude DD -97.742364 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 18425 x -10880630.1894108 y 4237365.64998079
18351	7294 0022 XR	18351	Tulsa	I-444 RAMP E-N	S.W. BLVD. UNDER	7294 0022 XR	45ft.,(3-84ft.CONT)40ft.PL	1972	36.14713333	-96.00186667	337.927	40.669	—	5	31	1	37.073	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.8	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	15000	2022	5	Unmatched
Raw data OBJECTID 18424 BRKEY 18351 NBI No. 18351 On Under 1 Structure No. 7294 0022 XR Control No. 094 Lane Ind. Milepoint 00220 Facility Carried I-444 RAMP E-N Feature Intersected S.W. BLVD. UNDER Division 08 County 143 Location 0.1 MI E JCT I-244 Sufficiency 89.8 Kind Hwy 1 Level Service 7 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.745 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 1972 ADT Total 15000 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 5 Road Width 37.073 Ref. Underclearance Rt. H Underclearance Right 3.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 4 - Steel Continuous Design 03 Length 337.927 Deck Width 40.669 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 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 24000 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 1701 Min Measured Clearance 1504 NBI Rating 18351 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 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.,(3-84ft.CONT)40ft.PL Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7294 0022 XR H Index 99.6796 Latitude 36:08:49.68 Longitude -96:00:06.72 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-444 RAMP E-N Scour N Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18351 Vault Link http://plansrv1/bridgemaintvault/b18351 GIS FO/SD FO H Inv. Method 16.2 Latitude DD 36.14713333 Longitude DD -96.00186667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18424 x -10686878.9129081 y 4320885.62335561
18263	6818 0382 X	18263	Sequoyah	S.H. 64B	LITTLE SKIN BAYOU CREEK	6818 0382 X	(4) 25ft. CONCRETE SLAB	1972	35.44703889	-94.60211111	100	35	—	4	0	2	32.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.6	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	630	2022	5	Unmatched
Raw data OBJECTID 18423 BRKEY 18263 NBI No. 18263 On Under 1 Structure No. 6818 0382 X Control No. 018 Lane Ind. Milepoint 03820 Facility Carried S.H. 64B Feature Intersected LITTLE SKIN BAYOU CREEK Division 01 County 135 Location 3.82 N JCT I-40 Sufficiency 98.6 Kind Hwy 3 Level Service 1 Route No. 0064B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 630 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 01 Length 100 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 72.8 HS Inv. Rating Method 1 HS Inv. Method 43.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1008 Future ADT Year 2042 Bypass Detour 27.999999 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 18263 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (4) 25ft. CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6818 0382 X H Index 95.5392 Latitude 35:26:49.34 Longitude -94:36:07.6 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 64B Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18-0382 NBI Text 18263 Vault Link http://plansrv1/bridgemaintvault/b18263 GIS FO/SD Meets Standards H Inv. Method 24.2 Latitude DD 35.44703889 Longitude DD -94.60211111 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18423 x -10531058.8367339 y 4224799.11886052
18262	5567R0348EX	18262	Oklahoma	U.S. 77 NB	108TH ST. UNDER	5567 0348 X	100ft. PRESTRESSED CONC. BM. SPAN	1972	35.57990278	-97.51447222	101.001	108.301	—	1	0	4	106.9	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	37500	2004	5	Unmatched
Raw data OBJECTID 18422 BRKEY 18262 NBI No. 18262 On Under 1 Structure No. 5567R0348EX Control No. 067 Lane Ind. E Milepoint 03480 Facility Carried U.S. 77 NB Feature Intersected 108TH ST. UNDER Division 04 County 109 Location 3.5 MI N I-44 Sufficiency 95.6 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 99.9 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 1972 ADT Total 37500 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 106.9 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 5 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 101.001 Deck Width 108.301 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 60000 Future ADT Year 2024 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1707 Max Measured Clearance -1 Min Measured Clearance 1709 NBI Rating 18262 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PRESTRESSED CONC. BM. SPAN Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5567 0348 X H Index 99.7609 Latitude 35:34:47.65 Longitude -97:30:52.1 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 77 NB 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 18262 Vault Link http://plansrv1/bridgemaintvault/b18262 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.57990278 Longitude DD -97.51447222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18422 x -10855261.3925052 y 4242969.54816762
18261	5580 0162WX	18261	Oklahoma	LINCOLN BLVD.	23RD ST. UNDER	5580 0208WX	2-51ft. CONC. RIGID FRAME SPANS WITH 5ft. SIDEWALK SK. 86 DEG.	1972	35.493033	-97.505447	107.001	50.699	—	2	4	3	42.001	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.9	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	M	8000	2022	5	Unmatched
Raw data OBJECTID 18421 BRKEY 18261 NBI No. 18261 On Under 1 Structure No. 5580 0162WX Control No. 080 Lane Ind. W Milepoint 01620 Facility Carried LINCOLN BLVD. Feature Intersected 23RD ST. UNDER Division 04 County 109 Location .57 MI E JCT US77 Sufficiency 68.9 Kind Hwy 3 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System M 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 8000 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 2 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 7.402 Underclearance Left 5.2 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 36.499 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 107.001 Deck Width 50.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 12800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1609 Min Measured Clearance 1605 NBI Rating 18261 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 5 Description 2-51ft. CONC. RIGID FRAME SPANS WITH 5ft. SIDEWALK SK. 86 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5580 0208WX H Index 76.5455 Latitude 35:29:34.92 Longitude -97:30:19.61 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name LINCOLN BLVD Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18261 Vault Link http://plansrv1/bridgemaintvault/b18261 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.493033 Longitude DD -97.505447 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18421 x -10854256.7096105 y 4231085.85893567
18260	5580 0162EX	18260	Oklahoma	LINCOLN BLVD.	23RD ST. UNDER	5580 0208EX	2-51 CONC. RIGID FRAME SPANS WITH 5ft. SIDEWALK SK. 86 DEG.	1972	35.49301944	-97.50105278	107.001	50.699	—	2	4	3	42.001	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	M	10000	2022	5	Unmatched
Raw data OBJECTID 18420 BRKEY 18260 NBI No. 18260 On Under 1 Structure No. 5580 0162EX Control No. 080 Lane Ind. E Milepoint 01620 Facility Carried LINCOLN BLVD. Feature Intersected 23RD ST. UNDER Division 04 County 109 Location .8 MI E OF ROBINSON S Sufficiency 66.9 Kind Hwy 3 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System M 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 10000 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 2 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 7.201 Underclearance Left 5.098 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 36.499 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 107.001 Deck Width 50.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 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 16000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1705 Min Measured Clearance 1606 NBI Rating 18260 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 5 Rt. Curb SW 0 Description 2-51 CONC. RIGID FRAME SPANS WITH 5ft. SIDEWALK SK. 86 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5580 0208EX H Index 85.4571 Latitude 35:29:34.87 Longitude -97:30:03.79 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name LINCOLN BLVD Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18260 Vault Link http://plansrv1/bridgemaintvault/b18260 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.49301944 Longitude DD -97.50105278 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18420 x -10853767.5472777 y 4231084.00494661
18259	2514 0127 X	18259	Garvin	S.H. 19	SPRING BROOK CREEK	2514 0127 X	3-35ft. I-BM. SPANS SK. 60 DEG.	1972	34.79655278	-96.94514722	107.94	34.777	—	3	30	2	32.152	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.4	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4900	2022	5	Unmatched
Raw data OBJECTID 18419 BRKEY 18259 NBI No. 18259 On Under 1 Structure No. 2514 0127 X Control No. 014 Lane Ind. Milepoint 01270 Facility Carried S.H. 19 Feature Intersected SPRING BROOK CREEK Division 03 County 049 Location 1.3 MI E JCT US 177 Sufficiency 76.4 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1972 ADT Total 4900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 107.94 Deck Width 34.777 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.4 HS Inv. Rating Method 3 HS Inv. Method 48.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7840 Future ADT Year 2042 Bypass Detour 21.747992 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 18259 ODOT County 25 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 3-35ft. I-BM. SPANS SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2514 0127 X H Index 83.8189 Latitude 34:47:47.59 Longitude -96:56:42.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18259 Vault Link http://plansrv1/bridgemaintvault/b18259 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 34.79655278 Longitude DD -96.94514722 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18419 x -10791884.4234093 y 4136267.73511649
18071	7292 0091 X	18071	Tulsa	3RD ST.	I-444 UNDER	7292 0091 X	2-84ft. CONT.PLATE GIR	1971	36.156667	-95.980278	168	68	—	2	0	2	41	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Good (7)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	2500	2022	5	Unmatched
Raw data OBJECTID 18412 BRKEY 18071 NBI No. 18071 On Under 1 Structure No. 7292 0091 X Control No. Lane Ind. Milepoint Facility Carried 3RD ST. Feature Intersected I-444 UNDER Division 08 County 143 Location 0.9 MI N SH 51 Sufficiency 96.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41 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 1971 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 41 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41 Span Type Main M Material 4 - Steel Continuous Design 02 Length 168 Deck Width 68 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.3 HS Inv. Rating Method 1 HS Inv. Method 32.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3500 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 1507 Max Measured Clearance 1502 Min Measured Clearance 1502 NBI Rating 18071 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 12 Rt. Curb SW 12 Description 2-84ft. CONT.PLATE GIR Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7292 0091 X H Index 72.3778 Latitude 36:09:24 Longitude -95:58:49 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name 3RD ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18071 Vault Link http://plansrv1/bridgemaintvault/b18071 GIS FO/SD Meets Standards H Inv. Method 18.2 Latitude DD 36.156667 Longitude DD -95.980278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18412 x -10684475.6731568 y 4322199.97794667
18070	7288 0020 X	18070	Tulsa	FAIRVIEW ST.	TISDALE PKWY RAMP	7288 0020 X	2-79ft. PLT GRDR SPAN	1971	36.16235	-96.000919	158.501	55	—	2	5	3	42.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.4	Satisfactory (6)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	B	2000	2022	5	Unmatched
Raw data OBJECTID 18411 BRKEY 18070 NBI No. 18070 On Under 1 Structure No. 7288 0020 X Control No. Lane Ind. Milepoint Facility Carried FAIRVIEW ST. Feature Intersected TISDALE PKWY RAMP Division 08 County 143 Location .1 MI N JCT I-244 Sufficiency 90.4 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1971 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 5 No. Main Spans 2 Road Width 42.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 42.999 Span Type Main M Material 3 - Steel Design 02 Length 158.501 Deck Width 55 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 83.3 HS Inv. Rating Method 1 HS Inv. Method 50 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 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 Y Existing Posting 1410 Max Measured Clearance 1509 Min Measured Clearance 1501 NBI Rating 18070 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 5 Rt. Curb SW 5 Description 2-79ft. PLT GRDR SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7288 0020 X H Index 92.0949 Latitude 36:09:44.46 Longitude -96:00:03.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name FAIRVIEW ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 490 NBI Text 18070 Vault Link http://plansrv1/bridgemaintvault/b18070 GIS FO/SD Meets Standards H Inv. Method 29.3 Latitude DD 36.16235 Longitude DD -96.000919 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18411 x -10686773.4187663 y 4322983.53789064
18069	1030 0810 X	18069	Carter	S.H. 53	BIG BRANCH CREEK	1030 0708 X	(3) 50ft. PC BEAM SPANS	1971	34.28958889	-97.0309	151.903	31.601	—	3	0	2	28.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 18410 BRKEY 18069 NBI No. 18069 On Under 1 Structure No. 1030 0810 X Control No. 030 Lane Ind. Milepoint 08100 Facility Carried S.H. 53 Feature Intersected BIG BRANCH CREEK Division 07 County 019 Location 7.1 MI E JCT US77 Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28.999 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 1971 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 28.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 151.903 Deck Width 31.601 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 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 21.999999 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 18069 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 (3) 50ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1030 0708 X H Index 88.8458 Latitude 34:17:22.52 Longitude -97:01:51.24 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 070 NBI Text 18069 Vault Link http://plansrv1/bridgemaintvault/b18069 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.28958889 Longitude DD -97.0309 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18410 x -10801430.379213 y 4067753.33806655
18068	7209 0579SX	18068	Tulsa	I-244 EB	DENVER AVE. UNDER	7209 0579SX	41ft.-77ft.-35ft.PLT GRDR	1971	36.16010556	-95.99911389	158.136	41.001	—	3	18	2	38.75	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	31350	2022	5	Unmatched
Raw data OBJECTID 18409 BRKEY 18068 NBI No. 18068 On Under 1 Structure No. 7209 0579SX Control No. 009 Lane Ind. S Milepoint 05790 Facility Carried I-244 EB Feature Intersected DENVER AVE. UNDER Division 08 County 143 Location 5.7 MI N I-44 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.75 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 18 No. Main Spans 3 Road Width 38.75 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.75 Span Type Main M Material 3 - Steel Design 02 Length 158.136 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 80.8 HS Inv. Rating Method 1 HS Inv. Method 48.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 50160 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 Y Existing Posting 1406 Max Measured Clearance 1909 Min Measured Clearance 1902 NBI Rating 18068 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 41ft.-77ft.-35ft.PLT GRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0579SX H Index 96.2227 Latitude 36:09:36.38 Longitude -95:59:56.81 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18068 Vault Link http://plansrv1/bridgemaintvault/b18068 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 36.16010556 Longitude DD -95.99911389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18409 x -10686572.4748403 y 4322674.07249435
18067	7209 0557EXR	18067	Tulsa	I-244 RAMP	BIKE PATH UNDER	7209 0557EXR	46ft.,58ft.,46ft.CONPLTGRD	1971	36.15778056	-96.00091389	153.871	41.01	—	3	45	1	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.2	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	27500	2022	5	Unmatched
Raw data OBJECTID 18408 BRKEY 18067 NBI No. 18067 On Under 1 Structure No. 7209 0557EXR Control No. 009 Lane Ind. E Milepoint 05570 Facility Carried I-244 RAMP Feature Intersected BIKE PATH UNDER Division 08 County 143 Location 5.5 MI N I-44 Sufficiency 94.2 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 3 Vertical Clearance _ Horizontal Clearance 37.73 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 27500 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 153.871 Deck Width 41.01 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.2 HS Inv. Rating Method 1 HS Inv. Method 48.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44000 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 NA Max Measured Clearance NA Min Measured Clearance NA NBI Rating 18067 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 46ft.,58ft.,46ft.CONPLTGRD Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7209 0557EXR H Index 92.4776 Latitude 36:09:28.01 Longitude -96:00:03.29 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 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 18067 Vault Link http://plansrv1/bridgemaintvault/b18067 GIS FO/SD Meets Standards H Inv. Method 28.7 Latitude DD 36.15778056 Longitude DD -96.00091389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18408 x -10686772.8499237 y 4322353.50875519
18066	7422 0374 X	18066	Washington	U.S. 60	U.S. 75 UNDER	7422 0376 X	2-76ft. CONT. I-BM. SPANS	1971	36.742425	-95.93559167	152	81.883	—	2	0	4	80	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.5	Good (7)	Excellent (9)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	18800	2022	5	Unmatched
Raw data OBJECTID 18407 BRKEY 18066 NBI No. 18066 On Under 1 Structure No. 7422 0374 X Control No. 022 Lane Ind. Milepoint 03740 Facility Carried U.S. 60 Feature Intersected U.S. 75 UNDER Division 08 County 147 Location 3.7 MI E OSAGE CO Sufficiency 93.5 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 80 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 1971 ADT Total 18800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 80 Ref. Underclearance Rt. H Underclearance Right 7 Underclearance Left 4 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 4 - Steel Continuous Design 02 Length 152 Deck Width 81.883 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 9 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 128.6 HS Inv. Rating Method 3 HS Inv. Method 99.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 30080 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1407 Max Measured Clearance 1501 Min Measured Clearance 1408 NBI Rating 18066 ODOT County 74 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-76ft. CONT. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7422 0376 X H Index 94.219 Latitude 36:44:32.73 Longitude -95:56:08.13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 60 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 18066 Vault Link http://plansrv1/bridgemaintvault/b18066 GIS FO/SD Meets Standards H Inv. Method 99.1 Latitude DD 36.742425 Longitude DD -95.93559167 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18407 x -10679501.2136558 y 4403264.70890902
18350	3318R0116 X	18350	Jackson	S.H. 6	GYPSUM CREEK	3318 0116 X	12-25ft. REINF. CONC. SLAB SPANS.	1972	34.52114722	-99.54436389	299.869	34.8	—	12	0	2	32.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.1	Poor (4)	Satisfactory (6)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	930	2022	5	Unmatched
Raw data OBJECTID 18406 BRKEY 18350 NBI No. 18350 On Under 1 Structure No. 3318R0116 X Control No. 018 Lane Ind. Milepoint 01160 Facility Carried S.H. 6 Feature Intersected GYPSUM CREEK Division 05 County 065 Location 1.2 MI NE JCT S.H. 34 Sufficiency 71.1 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 930 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 01 Length 299.869 Deck Width 34.8 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 6 Super Rating 5 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1488 Future ADT Year 2042 Bypass Detour 18.019764 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 18350 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-25ft. REINF. CONC. SLAB SPANS. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3318 0116 X H Index 83.4743 Latitude 34:31:16.13 Longitude -99:32:39.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18350 Vault Link http://plansrv1/bridgemaintvault/b18350 GIS FO/SD SD H Inv. Method 24 Latitude DD 34.52114722 Longitude DD -99.54436389 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18406 x -11081227.8995751 y 4098995.88018575
18348	0501 0907 X	18348	Beckham	NS-176 CO. RD.	I-40 UNDER	0501 0907 X	35ft.(2-111ft. CONT.)35ft. PLATE GIRDER SPANS	1972	35.22666667	-99.84138889	295.932	32.999	—	2	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.2	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	75	2022	5	Unmatched
Raw data OBJECTID 18404 BRKEY 18348 NBI No. 18348 On Under 1 Structure No. 0501 0907 X Control No. Lane Ind. Milepoint Facility Carried NS-176 CO. RD. Feature Intersected I-40 UNDER Division 05 County 009 Location 9.0 MI E TEXAS ST. LINE Sufficiency 96.2 Kind Hwy 4 Level Service 1 Route No. N1760 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 75 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 32.001 Underclearance Left 42.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 295.932 Deck Width 32.999 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 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 6 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 120 Future ADT Year 2042 Bypass Detour 21.747992 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 1607 Min Measured Clearance 1601 NBI Rating 18348 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.(2-111ft. CONT.)35ft. PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0907 X H Index 96.209 Latitude 35:13:36 Longitude -99:50:29 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name NS176 CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18348 Vault Link http://plansrv1/bridgemaintvault/b18348 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.22666667 Longitude DD -99.84138889 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18404 x -11114292.571328 y 4194727.06216702
18347	0501 0303 X	18347	Beckham	NS-170 CO. RD.	I-40 UNDER	0501 0303 X	35ft.(2-111ft. CONT.)35ft. PLATE GIRDER SPANS	1972	35.23111111	-99.94722222	295.932	32.001	—	2	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	50	2022	5	Unmatched
Raw data OBJECTID 18403 BRKEY 18347 NBI No. 18347 On Under 1 Structure No. 0501 0303 X Control No. Lane Ind. Milepoint Facility Carried NS-170 CO. RD. Feature Intersected I-40 UNDER Division 05 County 009 Location 3.0 MI E TEXAS ST. LINE Sufficiency 95.7 Kind Hwy 4 Level Service 1 Route No. N1700 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 50 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 29.6 Underclearance Left 43.599 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 295.932 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 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 7 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1608 Min Measured Clearance 1603 NBI Rating 18347 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.(2-111ft. CONT.)35ft. PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0303 X H Index 99.0852 Latitude 35:13:52 Longitude -99:56:50 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name NS170 CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18347 Vault Link http://plansrv1/bridgemaintvault/b18347 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.23111111 Longitude DD -99.94722222 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18403 x -11126073.8837326 y 4195332.74286982
18345	5904 0356 X	18345	Pawnee	U.S. 64	CAMP CREEK	5904 0356 X	3-90ft. PRESTRESSED CO	1972	36.29933889	-96.72013056	272.5	34.666	—	3	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1400	2022	5	Unmatched
Raw data OBJECTID 18401 BRKEY 18345 NBI No. 18345 On Under 1 Structure No. 5904 0356 X Control No. 004 Lane Ind. Milepoint 03560 Facility Carried U.S. 64 Feature Intersected CAMP CREEK Division 08 County 117 Location 3.6MI E SH 18 IN PAWN Sufficiency 80.3 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1972 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 272.5 Deck Width 34.666 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 5 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 80.6 HS Inv. Rating Method 1 HS Inv. Method 39.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 37.282271 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 18345 ODOT County 59 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 3-90ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5904 0356 X H Index 96.1816 Latitude 36:17:57.62 Longitude -96:43:12.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18345 Vault Link http://plansrv1/bridgemaintvault/b18345 GIS FO/SD Meets Standards H Inv. Method 28.2 Latitude DD 36.29933889 Longitude DD -96.72013056 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18401 x -10766835.6833981 y 4341888.49979446
18258	0501 0049NX	18258	Beckham	I-40	NS-167.5 CO. RD. UNDER	0501 0049NX	32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS	1972	35.22785278	-99.991625	105.971	40	—	3	9	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6100	2022	5	Unmatched
Raw data OBJECTID 18400 BRKEY 18258 NBI No. 18258 On Under 1 Structure No. 0501 0049NX Control No. 001 Lane Ind. N Milepoint 00490 Facility Carried I-40 Feature Intersected NS-167.5 CO. RD. UNDER Division 05 County 009 Location 0.5 MI E TEXAS ST. LINE Sufficiency 96 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 6100 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 5.098 Underclearance Left 5.098 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 105.971 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 59.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9760 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 1706 Min Measured Clearance 1611 NBI Rating 18258 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0049NX H Index 97.8897 Latitude 35:13:40.27 Longitude -99:59:29.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18258 Vault Link http://plansrv1/bridgemaintvault/b18258 GIS FO/SD Meets Standards H Inv. Method 38.3 Latitude DD 35.22785278 Longitude DD -99.991625 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18400 x -11131016.778592 y 4194888.69996915
18257	0501 0049SX	18257	Beckham	I-40	NS-167.5 CO. RD. UNDER	0501 0049SX	32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS	1972	35.22739167	-99.991625	105.971	40	—	3	9	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5550	2022	5	Unmatched
Raw data OBJECTID 18399 BRKEY 18257 NBI No. 18257 On Under 1 Structure No. 0501 0049SX Control No. 001 Lane Ind. S Milepoint 00490 Facility Carried I-40 Feature Intersected NS-167.5 CO. RD. UNDER Division 05 County 009 Location 0.5 MI E TEXAS ST. LINE Sufficiency 96 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 5550 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 5.4 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 105.971 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 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 7 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 60 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8880 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 1702 Min Measured Clearance 1603 NBI Rating 18257 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 0049SX H Index 95.0271 Latitude 35:13:38.61 Longitude -99:59:29.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 18257 Vault Link http://plansrv1/bridgemaintvault/b18257 GIS FO/SD Meets Standards H Inv. Method 38.3 Latitude DD 35.22739167 Longitude DD -99.991625 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18399 x -11131016.778592 y 4194825.86166585
18256	5580 0163 X	18256	Oklahoma	LINC BL GARDEN COV	FAU 9520 (NE 23RD) UNDER	5580 0208 X	2-51ft. CONC. RIGID FRAMESPANS GARDEN TOP 500ft. WITH 2-50ft. OPEN MEDIAN	1972	35.493025	-97.502831	107.1	300	—	2	0	6	72.001	1 - Concrete	Frame (07)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	K	16000	2022	5	Unmatched
Raw data OBJECTID 18398 BRKEY 18256 NBI No. 18256 On Under 2 Structure No. 5580 0163 X Control No. 080 Lane Ind. Milepoint 01630 Facility Carried LINC BL GARDEN COV Feature Intersected FAU 9520 (NE 23RD) UNDER Division 04 County 109 Location 2.0 N SH 77H Sufficiency -2 Kind Hwy 5 Level Service 1 Route No. 09520 Service Type On 3 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50.801 Bridge System K 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 16000 ADT Year 2022 Design Load H 10 Skew 0 No. Main Spans 2 Road Width 72.001 Ref. Underclearance Rt. H Underclearance Right 7.201 Underclearance Left 5.2 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 07 Length 107.1 Deck Width 300 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method 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 25600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1602 Min Measured Clearance 1511 NBI Rating 18256 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 9 Lft. Curb SW 8.999 Rt. Curb SW 8.999 Description 2-51ft. CONC. RIGID FRAMESPANS GARDEN TOP 500ft. WITH 2-50ft. OPEN MEDIAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5580 0208 X H Index -1 Latitude 35:29:34.89 Longitude -97:30:10.19 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name FAU 9520 (NE 23RD) UNDER Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18256 Vault Link http://plansrv1/bridgemaintvault/b18256 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.493025 Longitude DD -97.502831 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18398 x -10853965.4978226 y 4231084.76513678
18255	7218 1053WX	18255	Tulsa	U.S. 75 SB	46TH ST. UNDER	7218 1053WX	78ft. PLATE GIRDER SPA	1972	36.09699167	-96.00689722	80.052	39.993	—	1	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Satisfactory (6)	Satisfactory (6)	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	25050	2022	5	Unmatched
Raw data OBJECTID 18397 BRKEY 18255 NBI No. 18255 On Under 1 Structure No. 7218 1053WX Control No. 018 Lane Ind. W Milepoint 10530 Facility Carried U.S. 75 SB Feature Intersected 46TH ST. UNDER Division 08 County 143 Location 10.5 MI N JCT SH 67 Sufficiency 92.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1972 ADT Total 25050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 80.052 Deck Width 39.993 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 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 48.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40080 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 1311 Max Measured Clearance 1403 Min Measured Clearance 1403 NBI Rating 18255 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 78ft. PLATE GIRDER SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1053WX H Index 83.1963 Latitude 36:05:49.17 Longitude -96:00:24.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 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 18255 Vault Link http://plansrv1/bridgemaintvault/b18255 GIS FO/SD Meets Standards H Inv. Method 36.2 Latitude DD 36.09699167 Longitude DD -96.00689722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18397 x -10687438.9111726 y 4313975.49650053
18254	7218 1053EX	18254	Tulsa	U.S. 75 NB	46TH ST. UNDER	7218 1053EX	78ft. PLATE GIRDER SPA	1972	36.09698889	-96.00653056	80.052	39.501	—	1	6	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Satisfactory (6)	Satisfactory (6)	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	25300	2022	5	Unmatched
Raw data OBJECTID 18396 BRKEY 18254 NBI No. 18254 On Under 1 Structure No. 7218 1053EX Control No. 018 Lane Ind. E Milepoint 10530 Facility Carried U.S. 75 NB Feature Intersected 46TH ST. UNDER Division 08 County 143 Location 10.5 MI N JCT SH 67 Sufficiency 92.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1972 ADT Total 25300 ADT Year 2022 Design Load HS 20 Skew 6 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 80.052 Deck Width 39.501 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 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 48.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40480 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 1311 Max Measured Clearance 1501 Min Measured Clearance 1501 NBI Rating 18254 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 78ft. PLATE GIRDER SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1053EX H Index 83.5205 Latitude 36:05:49.16 Longitude -96:00:23.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 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 18254 Vault Link http://plansrv1/bridgemaintvault/b18254 GIS FO/SD Meets Standards H Inv. Method 36.2 Latitude DD 36.09698889 Longitude DD -96.00653056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18396 x -10687398.0947681 y 4313975.11350522