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
19472	5156 0170EX	19472	Muskogee	U.S. 69 NB	OLD U.S. 69 UNDER	5156 0170EX	45ft.-85ft.-45ft. PRESTRES	1978	35.57619167	-95.49083333	176.837	43.701	—	3	44	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.1	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7050	2022	5	Unmatched
Raw data OBJECTID 18882 BRKEY 19472 NBI No. 19472 On Under 1 Structure No. 5156 0170EX Control No. 056 Lane Ind. E Milepoint 01700 Facility Carried U.S. 69 NB Feature Intersected OLD U.S. 69 UNDER Division 01 County 101 Location 2.0 MI N MCINTOSH C/L Sufficiency 97.1 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 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 7050 ADT Year 2022 Design Load HS 20 Skew 44 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 176.837 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 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 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1709 Min Measured Clearance 1706 NBI Rating 19472 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 45ft.-85ft.-45ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0170EX H Index 82.9841 Latitude 35:34:34.29 Longitude -95:29:27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19472 Vault Link http://plansrv1/bridgemaintvault/b19472 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.57619167 Longitude DD -95.49083333 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18882 x -10629990.941721 y 4242461.60913309
19471	7278 0025NX	19471	Tulsa	I-44	38TH W.AVE. & TSU R.R UN	7278 0025NX	40ft.,51ft.,37ft.,45ft.IBM S	1978	36.08921111	-96.03593056	173.885	71.85	—	4	34	3	68.898	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.1	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	23650	2022	5	Unmatched
Raw data OBJECTID 18881 BRKEY 19471 NBI No. 19471 On Under 1 Structure No. 7278 0025NX Control No. 078 Lane Ind. N Milepoint 00250 Facility Carried I-44 Feature Intersected 38TH W.AVE. & TSU R.R UN Division 08 County 143 Location 0.2 MI E I-244 JCT. Sufficiency 91.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 68.898 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 1978 ADT Total 23650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 34 No. Main Spans 4 Road Width 68.898 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 68.898 Span Type Main M Material 3 - Steel Design 02 Length 173.885 Deck Width 71.85 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 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 37.8 HS Inv. Rating Method 3 HS Inv. Method 29.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 37840 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 1810 Max Measured Clearance 2309 Min Measured Clearance 2303 NBI Rating 19471 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.,51ft.,37ft.,45ft.IBM S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0025NX H Index 75.8642 Latitude 36:05:21.16 Longitude -96:02:09.35 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 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 19471 Vault Link http://plansrv1/bridgemaintvault/b19471 GIS FO/SD Meets Standards H Inv. Method 29.2 Latitude DD 36.08921111 Longitude DD -96.03593056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18881 x -10690670.8877974 y 4312903.63661331
19470	7278 0005NX	19470	Tulsa	I-44	I-244 NB UNDER	7278 0005NX	45ft.,88ft.,45ft. IBM SPAN	1978	36.08870556	-96.03968333	178.15	39.698	—	3	52	2	36.745	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	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	23650	2022	5	Unmatched
Raw data OBJECTID 18880 BRKEY 19470 NBI No. 19470 On Under 1 Structure No. 7278 0005NX Control No. 078 Lane Ind. N Milepoint 00050 Facility Carried I-44 Feature Intersected I-244 NB UNDER Division 08 County 143 Location I-44 & I-244 JCT. Sufficiency 96.8 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.417 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 1978 ADT Total 23650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 52 No. Main Spans 3 Road Width 36.745 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35 Span Type Main M Material 3 - Steel Design 02 Length 178.15 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 58.9 HS Inv. Rating Method 3 HS Inv. Method 45.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 37840 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1707 Min Measured Clearance 1704 NBI Rating 19470 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.,88ft.,45ft. IBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0005NX H Index 82.5355 Latitude 36:05:19.34 Longitude -96:02:22.86 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-44 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 19470 Vault Link http://plansrv1/bridgemaintvault/b19470 GIS FO/SD Meets Standards H Inv. Method 45.4 Latitude DD 36.08870556 Longitude DD -96.03968333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18880 x -10691088.6442428 y 4312833.9950705
19196	7283 0768 X	19196	Tulsa	U.S. 169	MINGO CREEK	7283 0768 X	4-15ft.X 10ft.X 600ft. R.C.BOX SK. VARIES	1976	36.118792	-95.860828	65.945	0	—	4	99	14	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	64.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	103800	2022	5	Unmatched
Raw data OBJECTID 18866 BRKEY 19196 NBI No. 19196 On Under 1 Structure No. 7283 0768 X Control No. 083 Lane Ind. Milepoint 07680 Facility Carried U.S. 169 Feature Intersected MINGO CREEK Division 08 County 143 Location 2.0 MI N 51 ST. Sufficiency 64.4 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 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 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 14 Fill RCB 15 Appr. Roadway Width 60 Span Type Main M Material 1 - Concrete Design 19 Length 65.945 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.9 HS Inv. Rating Method 1 HS Inv. Method 29.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 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 19196 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 4-15ft.X 10ft.X 600ft. R.C.BOX SK. VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0768 X H Index 97.2244 Latitude 36:07:07.65 Longitude -95:51:38.98 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19196 Vault Link http://plansrv1/bridgemaintvault/b19196 GIS FO/SD Meets Standards H Inv. Method 19.2 Latitude DD 36.118792 Longitude DD -95.860828 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18866 x -10671178.5599816 y 4316979.30324408
19195	7283 0565 XC	19195	Tulsa	U.S. 169 SD(E51 ST	MINGO CREEK	7283 0565 XC	4-15ft.X 10ft.X 244ft. R.C.BOX SK 45 DEG.	1976	36.08973889	-95.85743611	65.945	0	—	4	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	86	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	100	2022	5	Unmatched
Raw data OBJECTID 18865 BRKEY 19195 NBI No. 19195 On Under 1 Structure No. 7283 0565 XC Control No. 083 Lane Ind. Milepoint 05650 Facility Carried U.S. 169 SD(E51 ST Feature Intersected MINGO CREEK Division 08 County 143 Location 200' E OF US 169 Sufficiency 86 Kind Hwy 8 Level Service 0 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1976 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 65.945 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 72.1 HS Inv. Rating Method 2 HS Inv. Method 43.3 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 160 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19195 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 4-15ft.X 10ft.X 244ft. R.C.BOX SK 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7283 0565 XC H Index 94.5483 Latitude 36:05:23.06 Longitude -95:51:26.77 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 SD(E51 ST Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 19195 Vault Link http://plansrv1/bridgemaintvault/b19195 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.08973889 Longitude DD -95.85743611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18865 x -10670800.976514 y 4312976.34090579
19191	7283 0767 XC	19191	Tulsa	U.S. 169 SD(E31 ST	MINGO CREEK	7283 0767 XC	3-15ft.X 8ft.X 83ft. R.C.B	1976	36.11886944	-95.85508333	49.869	0	—	3	15	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	100	2022	5	Unmatched
Raw data OBJECTID 18861 BRKEY 19191 NBI No. 19191 On Under 1 Structure No. 7283 0767 XC Control No. 083 Lane Ind. Milepoint 07670 Facility Carried U.S. 169 SD(E31 ST Feature Intersected MINGO CREEK Division 08 County 143 Location 0.3 MI E US 169 Sufficiency 100 Kind Hwy 8 Level Service 0 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 82.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1976 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 50 Span Type Main M Material 1 - Concrete Design 19 Length 49.869 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.6 HS Inv. Rating Method 1 HS Inv. Method 46.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19191 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 3-15ft.X 8ft.X 83ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7283 0767 XC H Index 93.7437 Latitude 36:07:07.93 Longitude -95:51:18.3 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 SD(E31 ST Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 19191 Vault Link http://plansrv1/bridgemaintvault/b19191 GIS FO/SD Meets Standards H Inv. Method 22.5 Latitude DD 36.11886944 Longitude DD -95.85508333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18861 x -10670539.0662424 y 4316989.97497218
19460	4603 2408WX	19460	McIntosh	U.S. 69 SB	WAYSIDE CREEK	4603 2408WX	(3) 40ft. PC BEAM	1978	35.55099167	-95.49919444	123.999	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.6	Fair (5)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8150	2022	5	Unmatched
Raw data OBJECTID 18857 BRKEY 19460 NBI No. 19460 On Under 1 Structure No. 4603 2408WX Control No. 003 Lane Ind. W Milepoint 24080 Facility Carried U.S. 69 SB Feature Intersected WAYSIDE CREEK Division 01 County 091 Location 6.9 N JCT I-40 Sufficiency 85.6 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 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 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 8150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 123.999 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19460 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 40ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 2408WX H Index 93.7222 Latitude 35:33:03.57 Longitude -95:29:57.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-2408W NBI Text 19460 Vault Link http://plansrv1/bridgemaintvault/b19460 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.55099167 Longitude DD -95.49919444 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18857 x -10630921.6962286 y 4239013.11137012
19459	4603 2408EX	19459	McIntosh	U.S. 69 NB	WAYSIDE CREEK	4603 2408EX	(3) 40ft. PC BEAM	1978	35.55082222	-95.49870278	123.999	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7000	2022	5	Unmatched
Raw data OBJECTID 18856 BRKEY 19459 NBI No. 19459 On Under 1 Structure No. 4603 2408EX Control No. 003 Lane Ind. E Milepoint 24080 Facility Carried U.S. 69 NB Feature Intersected WAYSIDE CREEK Division 01 County 091 Location 6.9 N JCT I-40 Sufficiency 85.7 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 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 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 7000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 123.999 Deck Width 43.701 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 5 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19459 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 40ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 2408EX H Index 94.3656 Latitude 35:33:02.96 Longitude -95:29:55.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-2408E NBI Text 19459 Vault Link http://plansrv1/bridgemaintvault/b19459 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.55082222 Longitude DD -95.49870278 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18856 x -10630866.9648878 y 4238989.92662923
19458	4704 0652 X	19458	Major	U.S. 60	ELM CREEK	4704 0652 X	5-25ft. CONC. SLAB SPANS	1978	36.354458	-98.476158	125	45.699	—	5	0	2	42.7	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2800	2022	5	Unmatched
Raw data OBJECTID 18855 BRKEY 19458 NBI No. 19458 On Under 1 Structure No. 4704 0652 X Control No. 004 Lane Ind. Milepoint 06520 Facility Carried U.S. 60 Feature Intersected ELM CREEK Division 06 County 093 Location 0.5 MI.S.JCT.SH15 Sufficiency 93 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.7 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1978 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 01 Length 125 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 4480 Future ADT Year 2042 Bypass Detour 32.932673 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 19458 ODOT County 47 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-25ft. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4704 0652 X H Index 99.5211 Latitude 36:21:16.05 Longitude -98:28:34.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19458 Vault Link http://plansrv1/bridgemaintvault/b19458 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.354458 Longitude DD -98.476158 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18855 x -10962315.7638379 y 4349504.49898345
19279	7220 0031WX	19279	Tulsa	S.H. 51	ARKANSAS RIVER	7220 0031WX	25-83ft. PRESTRESSED C	1976	36.122617	-96.116431	2077	42	—	25	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	15400	2022	5	Unmatched
Raw data OBJECTID 18844 BRKEY 19279 NBI No. 19279 On Under 1 Structure No. 7220 0031WX Control No. 020 Lane Ind. W Milepoint 00310 Facility Carried S.H. 51 Feature Intersected ARKANSAS RIVER Division 08 County 143 Location AT ARK RIVER Sufficiency 86.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1976 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 25 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2077 Deck Width 42 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 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 46.3 HS Inv. Rating Method 3 HS Inv. Method 35.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 24640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19279 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 25-83ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7220 0031WX H Index 89.7754 Latitude 36:07:21.42 Longitude -96:06:59.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 19279 Vault Link http://plansrv1/bridgemaintvault/b19279 GIS FO/SD Meets Standards H Inv. Method 35.6 Latitude DD 36.122617 Longitude DD -96.116431 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18844 x -10699632.1557868 y 4317506.42532801
19477	4603 2033SX	19477	McIntosh	U.S. 69 NB	U.S. 69 BUS. UNDER	4603 2033SX	45ft. - 85ft. - 45ft. PC BEAM SK 40°	1978	35.50011944	-95.52237778	178.999	43.999	—	3	50	2	41.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 18835 BRKEY 19477 NBI No. 19477 On Under 1 Structure No. 4603 2033SX Control No. 003 Lane Ind. S Milepoint 20330 Facility Carried U.S. 69 NB Feature Intersected U.S. 69 BUS. UNDER Division 01 County 091 Location 3.2 N JCT I-40 Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 7100 ADT Year 2022 Design Load HS 20 Skew 50 No. Main Spans 3 Road Width 41.001 Ref. Underclearance Rt. H Underclearance Right 11.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.999 Deck Width 43.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 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 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1608 Min Measured Clearance 1605 NBI Rating 19477 ODOT County 46 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 1.499 Rt. Curb SW 1.499 Description 45ft. - 85ft. - 45ft. PC BEAM SK 40° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 2033SX H Index 84.2193 Latitude 35:30:00.43 Longitude -95:31:20.56 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 03-2033S NBI Text 19477 Vault Link http://plansrv1/bridgemaintvault/b19477 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.50011944 Longitude DD -95.52237778 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18835 x -10633502.4538323 y 4232054.79424561
19476	4603 2033NX	19476	McIntosh	U.S. 69 SB	U.S. 69 BUS. UNDER	4603 2033NX	45ft. - 85ft. - 45ft. PC BEAM SK 40°	1978	35.50078889	-95.52238056	178.999	43.999	—	3	50	2	41.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 18834 BRKEY 19476 NBI No. 19476 On Under 1 Structure No. 4603 2033NX Control No. 003 Lane Ind. N Milepoint 20330 Facility Carried U.S. 69 SB Feature Intersected U.S. 69 BUS. UNDER Division 01 County 091 Location 3.2 N JCT I-40 Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 7100 ADT Year 2022 Design Load HS 20 Skew 50 No. Main Spans 3 Road Width 41.001 Ref. Underclearance Rt. H Underclearance Right 11.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.999 Deck Width 43.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1709 Min Measured Clearance 1706 NBI Rating 19476 ODOT County 46 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 1.499 Rt. Curb SW 1.499 Description 45ft. - 85ft. - 45ft. PC BEAM SK 40° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 2033NX H Index 98.0758 Latitude 35:30:02.84 Longitude -95:31:20.57 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 03-2033N NBI Text 19476 Vault Link http://plansrv1/bridgemaintvault/b19476 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.50078889 Longitude DD -95.52238056 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18834 x -10633502.7633005 y 4232146.33316458
19475	7293 0281WX	19475	Tulsa	U.S. 75 SB	APACHE AVE. UNDER	7293 0281WX	90FT. 4IN. - 86FT. 4IN. PRE-STRESSED	1978	36.19143056	-95.95571111	177.666	51.75	—	2	40	3	48.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	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	17000	2022	5	Unmatched
Raw data OBJECTID 18833 BRKEY 19475 NBI No. 19475 On Under 1 Structure No. 7293 0281WX Control No. 093 Lane Ind. W Milepoint 02810 Facility Carried U.S. 75 SB Feature Intersected APACHE AVE. UNDER Division 08 County 143 Location 2.8 MI N JCT I-244 Sufficiency 96.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.75 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 17000 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 2 Road Width 48.75 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 177.666 Deck Width 51.75 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.8 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27200 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 1509 Max Measured Clearance 1604 Min Measured Clearance 1601 NBI Rating 19475 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 90FT. 4IN. - 86FT. 4IN. PRE-STRESSED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0281WX H Index 97.5772 Latitude 36:11:29.15 Longitude -95:57:20.56 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 19475 Vault Link http://plansrv1/bridgemaintvault/b19475 GIS FO/SD Meets Standards H Inv. Method 26.1 Latitude DD 36.19143056 Longitude DD -95.95571111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18833 x -10681740.8994717 y 4326993.99300953
19474	7293 0281EX	19474	Tulsa	U.S. 75 NB	APACHE AVE. UNDER	7293 0281EX	90ft.-86ft. PRESTRESSED	1978	36.19142778	-95.95515833	176.666	51.75	—	2	40	3	48.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	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	15150	2022	5	Unmatched
Raw data OBJECTID 18832 BRKEY 19474 NBI No. 19474 On Under 1 Structure No. 7293 0281EX Control No. 093 Lane Ind. E Milepoint 02810 Facility Carried U.S. 75 NB Feature Intersected APACHE AVE. UNDER Division 08 County 143 Location 2.8 MI N JCT I-244 Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.75 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 15150 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 2 Road Width 48.75 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 176.666 Deck Width 51.75 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.8 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24240 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 1509 Max Measured Clearance 1603 Min Measured Clearance 1601 NBI Rating 19474 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 90ft.-86ft. PRESTRESSED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0281EX H Index 97.3169 Latitude 36:11:29.14 Longitude -95:57:18.57 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 19474 Vault Link http://plansrv1/bridgemaintvault/b19474 GIS FO/SD Meets Standards H Inv. Method 26.1 Latitude DD 36.19142778 Longitude DD -95.95515833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18832 x -10681679.3642835 y 4326993.60955285
19277	4504 0187WX	19277	McCurtain	U.S. 70 SB	LITTLE RIVER	4504 0187WX	82ft. PRES. CONC. (115	1976	33.940572	-94.759569	952	42	—	3	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5950	2022	5	Unmatched
Raw data OBJECTID 18825 BRKEY 19277 NBI No. 19277 On Under 1 Structure No. 4504 0187WX Control No. 004 Lane Ind. W Milepoint 01870 Facility Carried U.S. 70 SB Feature Intersected LITTLE RIVER Division 02 County 089 Location 5.8 MI E-N JCT US259 Sufficiency 88 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 5950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 952 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 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 9520 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 -1 Min Measured Clearance -1 NBI Rating 19277 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 82ft. PRES. CONC. (115 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4504 0187WX H Index 64.5503 Latitude 33:56:26.06 Longitude -94:45:34.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 09 NBI Text 19277 Vault Link http://plansrv1/bridgemaintvault/b19277 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.940572 Longitude DD -94.759569 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18825 x -10548586.9688701 y 4020825.086308
19276	6304 0227 X	19276	Pottawatomie	S.H. 3E	N. CANADIAN RIVER	6304 0227 X	75ft., 7-100ft., 75ft. PRE	1976	35.33264722	-96.87178333	852	46	—	7	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	6400	2022	5	Unmatched
Raw data OBJECTID 18824 BRKEY 19276 NBI No. 19276 On Under 1 Structure No. 6304 0227 X Control No. 004 Lane Ind. Milepoint 02270 Facility Carried S.H. 3E Feature Intersected N. CANADIAN RIVER Division 03 County 125 Location 2.2 MI E JCT SH 18 Sufficiency 77 Kind Hwy 3 Level Service 1 Route No. 0003E Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 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 1976 ADT Total 6400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 852 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47.5 HS Inv. Rating Method 3 HS Inv. Method 30.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10240 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19276 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft., 7-100ft., 75ft. PRE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6304 0227 X H Index 93.9969 Latitude 35:19:57.53 Longitude -96:52:18.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 19276 Vault Link http://plansrv1/bridgemaintvault/b19276 GIS FO/SD Meets Standards H Inv. Method 30.6 Latitude DD 35.33264722 Longitude DD -96.87178333 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18824 x -10783717.5925319 y 4209178.96343011
19275	6006 1810 X	19275	Payne	S.H. 33	CIMARRON RIVER	6006 1810 X	8-100ft. PRESTRESSED C	1976	35.98571389	-96.91508611	802	45	—	8	15	2	43	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.9	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4200	2022	5	Unmatched
Raw data OBJECTID 18823 BRKEY 19275 NBI No. 19275 On Under 1 Structure No. 6006 1810 X Control No. 006 Lane Ind. Milepoint 18100 Facility Carried S.H. 33 Feature Intersected CIMARRON RIVER Division 04 County 119 Location 18.1 MI E LOGAN C/L Sufficiency 79.9 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43 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 1976 ADT Total 4200 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 8 Road Width 43 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 802 Deck Width 45 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 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 55.5 HS Inv. Rating Method 3 HS Inv. Method 42.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6720 Future ADT Year 2042 Bypass Detour 24.854848 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 9999 Min Measured Clearance 9999 NBI Rating 19275 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6006 1810 X H Index 93.2068 Latitude 35:59:08.57 Longitude -96:54:54.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 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 19275 Vault Link http://plansrv1/bridgemaintvault/b19275 GIS FO/SD Meets Standards H Inv. Method 42.4 Latitude DD 35.98571389 Longitude DD -96.91508611 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18823 x -10788538.0359515 y 4298655.80335114
19274	7026 0307 X	19274	Texas	S.H. 94	BEAVER RIVER	7026 0307 X	7-100ft. PRESTRESSED C	1976	36.69055	-101.20556111	702	31	—	7	0	2	29	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	53	Poor (4)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	500	2022	5	Unmatched
Raw data OBJECTID 18822 BRKEY 19274 NBI No. 19274 On Under 1 Structure No. 7026 0307 X Control No. 026 Lane Ind. Milepoint 03070 Facility Carried S.H. 94 Feature Intersected BEAVER RIVER Division 06 County 139 Location 3.0 MI N JCT SH 3 Sufficiency 53 Kind Hwy 3 Level Service 1 Route No. 00094 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 29 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1976 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 29 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 28 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 702 Deck Width 31 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 4 Super Rating 4 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 63.8 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 34.796787 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 19274 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7026 0307 X H Index 81.4276 Latitude 36:41:25.98 Longitude -101:12:20.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 94 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 19274 Vault Link http://plansrv1/bridgemaintvault/b19274 GIS FO/SD SD H Inv. Method 16.3 Latitude DD 36.69055 Longitude DD -101.20556111 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18822 x -11266151.5282127 y 4396060.7757809
19273	5008 0244SX	19273	Murray	S.H. 7	WASHITA RIVER	5008 0244SX	50ft.,6-100ft.,50ft. PRESTRESSED CONC. BM. SPANS	1976	34.50456667	-97.14281111	702	42	—	6	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.1	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3250	2022	5	Unmatched
Raw data OBJECTID 18821 BRKEY 19273 NBI No. 19273 On Under 1 Structure No. 5008 0244SX Control No. 008 Lane Ind. S Milepoint 02440 Facility Carried S.H. 7 Feature Intersected WASHITA RIVER Division 07 County 099 Location 0.8 MI W JCT US77 Sufficiency 85.1 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 3250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 702 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 7 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 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19273 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.,6-100ft.,50ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5008 0244SX H Index 93.9637 Latitude 34:30:16.44 Longitude -97:08:34.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12-50 NBI Text 19273 Vault Link http://plansrv1/bridgemaintvault/b19273 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.50456667 Longitude DD -97.14281111 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18821 x -10813888.2669924 y 4096755.90387265
19272	7024 0049 X	19272	Texas	S.H. 3	COLDWATER CREEK	7024 0049 X	6-95ft. PRESTRESSED CONC. BMSPANS	1976	36.64393611	-101.21362222	572	45	—	6	0	2	43	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 18820 BRKEY 19272 NBI No. 19272 On Under 1 Structure No. 7024 0049 X Control No. 024 Lane Ind. Milepoint 00490 Facility Carried S.H. 3 Feature Intersected COLDWATER CREEK Division 06 County 139 Location 0.4 MI E JCT SH 94 Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 43 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 572 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 76.9 HS Inv. Rating Method 1 HS Inv. Method 35.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 50.952437 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 19272 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-95ft. PRESTRESSED CONC. BMSPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7024 0049 X H Index 97.5168 Latitude 36:38:38.17 Longitude -101:12:49.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19272 Vault Link http://plansrv1/bridgemaintvault/b19272 GIS FO/SD Meets Standards H Inv. Method 24.4 Latitude DD 36.64393611 Longitude DD -101.21362222 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18820 x -11267048.8868732 y 4389591.6028283
19180	3516 0905 X	19180	Johnston	S.H. 22	CREEK	3516 0905 X	3-12ft.X12ft.X75ft.RCBOX	1976	34.20883889	-96.62506944	41.01	0	—	3	15	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 18815 BRKEY 19180 NBI No. 19180 On Under 1 Structure No. 3516 0905 X Control No. 016 Lane Ind. Milepoint 09050 Facility Carried S.H. 22 Feature Intersected CREEK Division 03 County 069 Location 4.6 MI E & S JCT SH99 Sufficiency 88.4 Kind Hwy 3 Level Service 1 Route No. 00022 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1976 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.01 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 151.3 HS Inv. Rating Method 1 HS Inv. Method 90.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 832 Future ADT Year 2042 Bypass Detour 13.048795 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 19180 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X12ft.X75ft.RCBOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3516 0905 X H Index 78.6474 Latitude 34:12:31.82 Longitude -96:37:30.25 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 22 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19180 Vault Link http://plansrv1/bridgemaintvault/b19180 GIS FO/SD Meets Standards H Inv. Method 79.1 Latitude DD 34.20883889 Longitude DD -96.62506944 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18815 x -10756253.5279255 y 4056878.57661101
19179	4408 0347 X	19179	McClain	S.H. 9	CREEK	4408 0347 X	2-10ft. X 4ft. X 242ft. RD	1976	35.18214444	-97.53828056	43.963	0	—	2	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	16000	2022	5	Unmatched
Raw data OBJECTID 18814 BRKEY 19179 NBI No. 19179 On Under 1 Structure No. 4408 0347 X Control No. 008 Lane Ind. Milepoint 03470 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 087 Location 3.4 MI E JCT US 277 Sufficiency 70.4 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 16000 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 4 Fill RCB 20 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 43.963 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 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 25600 Future ADT Year 2042 Bypass Detour 9.941939 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 19179 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 4ft. X 242ft. RD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4408 0347 X H Index 98.02 Latitude 35:10:55.72 Longitude -97:32:17.81 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19179 Vault Link http://plansrv1/bridgemaintvault/b19179 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.18214444 Longitude DD -97.53828056 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18814 x -10857911.7247907 y 4188661.47809583
19454	7293 0261NX	19454	Tulsa	U.S. 75 SB	LEWIS AVE. UNDER	7293 0261NX	100ft. PLATE GIRDER SPAN SK.65 DEG. 25ft.15ft.	1978	36.19010833	-95.95835	99.22	39.5	—	1	28	2	36.75	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	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	17000	2022	5	Unmatched
Raw data OBJECTID 18810 BRKEY 19454 NBI No. 19454 On Under 1 Structure No. 7293 0261NX Control No. 093 Lane Ind. N Milepoint 02610 Facility Carried U.S. 75 SB Feature Intersected LEWIS AVE. UNDER Division 08 County 143 Location 2.6 MI N JCT. I-244 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 36.75 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 17000 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 1 Road Width 36.75 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 99.22 Deck Width 39.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 27200 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 1508 Max Measured Clearance 1604 Min Measured Clearance 1603 NBI Rating 19454 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PLATE GIRDER SPAN SK.65 DEG. 25ft.15ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0261NX H Index 83.1936 Latitude 36:11:24.39 Longitude -95:57:30.06 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 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 19454 Vault Link http://plansrv1/bridgemaintvault/b19454 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.19010833 Longitude DD -95.95835 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18810 x -10682034.6593627 y 4326811.61400415
19453	7293 0261SX	19453	Tulsa	U.S. 75 NB	LEWIS AVE. UNDER	7293 0261SX	100ft. PLATE GIRDER SPA	1978	36.18976667	-95.95835278	100.04	39.5	—	1	30	2	36.75	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	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	17000	2022	5	Unmatched
Raw data OBJECTID 18809 BRKEY 19453 NBI No. 19453 On Under 1 Structure No. 7293 0261SX Control No. 093 Lane Ind. S Milepoint 02610 Facility Carried U.S. 75 NB Feature Intersected LEWIS AVE. UNDER Division 08 County 143 Location 2.6 MI N JCT. I-244 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 36.75 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 17000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 36.75 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 100.04 Deck Width 39.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 27200 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 1508 Max Measured Clearance 1700 Min Measured Clearance 1600 NBI Rating 19453 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PLATE GIRDER SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0261SX H Index 74.2718 Latitude 36:11:23.16 Longitude -95:57:30.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 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 19453 Vault Link http://plansrv1/bridgemaintvault/b19453 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.18976667 Longitude DD -95.95835278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18809 x -10682034.9688309 y 4326764.48835353
19364	7626 0000 X	19364	Woods	S.H. 50	CIMARRON RIVER	7626 0000 X	14-100ft. PRESTRESSED CONC. BM.	1977	36.755797	-99.117875	1401	34	—	14	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	790	2022	5	Unmatched
Raw data OBJECTID 18804 BRKEY 19364 NBI No. 19364 On Under 1 Structure No. 7626 0000 X Control No. 026 Lane Ind. Milepoint 00000 Facility Carried S.H. 50 Feature Intersected CIMARRON RIVER Division 06 County 151 Location WOODS-WOODWARD C/L Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00050 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 1977 ADT Total 790 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 14 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 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1401 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 6 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.3 HS Inv. Rating Method 1 HS Inv. Method 40.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1264 Future ADT Year 2042 Bypass Detour 52.816551 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19364 ODOT County 76 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 14-100ft. PRESTRESSED CONC. BM. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7626 0000 X H Index 92.7042 Latitude 36:45:20.87 Longitude -99:07:04.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 50 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11 NBI Text 19364 Vault Link http://plansrv1/bridgemaintvault/b19364 GIS FO/SD Meets Standards H Inv. Method 27.6 Latitude DD 36.755797 Longitude DD -99.117875 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18804 x -11033751.3735113 y 4405122.48102547
19363	6419 1537 X	19363	Pushmataha	S.H. 2	KIAMICHI RIVER	6419 1537 X	6-100ft. PRESTRESSED CONC. BM. SPANS	1977	34.42604167	-95.57896111	602	32	—	6	0	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.3	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	690	2022	5	Unmatched
Raw data OBJECTID 18803 BRKEY 19363 NBI No. 19363 On Under 1 Structure No. 6419 1537 X Control No. 019 Lane Ind. Milepoint 15370 Facility Carried S.H. 2 Feature Intersected KIAMICHI RIVER Division 02 County 127 Location 15.3 MI N JCT SH 3 Sufficiency 80.3 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1977 ADT Total 690 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 602 Deck Width 32 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1104 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19363 ODOT County 64 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 6-100ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 1537 X H Index 88.5336 Latitude 34:25:33.75 Longitude -95:34:44.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 077 NBI Text 19363 Vault Link http://plansrv1/bridgemaintvault/b19363 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.42604167 Longitude DD -95.57896111 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18803 x -10639801.2813153 y 4086153.48699396
19271	7510 0849 X	19271	Washita	S.H. 152	WASHITA RIVER	7510 0849 X	5-100ft. P/S CONC. BEAM SPANS	1976	35.290975	-98.83778889	501.969	46.001	—	5	0	2	43.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.1	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 18801 BRKEY 19271 NBI No. 19271 On Under 1 Structure No. 7510 0849 X Control No. 010 Lane Ind. Milepoint 08490 Facility Carried S.H. 152 Feature Intersected WASHITA RIVER Division 05 County 149 Location 0.8 MI E JCT S.H. 54 Sufficiency 80.1 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.002 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 1976 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 43.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 501.969 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.2 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 31.068559 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 19271 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-100ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7510 0849 X H Index 87.7479 Latitude 35:17:27.51 Longitude -98:50:16.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19271 Vault Link http://plansrv1/bridgemaintvault/b19271 GIS FO/SD Meets Standards H Inv. Method 19.1 Latitude DD 35.290975 Longitude DD -98.83778889 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18801 x -11002572.3303679 y 4203494.12810988
19269	4504 0259WX	19269	McCurtain	U.S. 70/US-259/SH3	LITTLE RIVER O'FLOW	4504 0259WX	(12) 36ft. PC BEAM	1976	33.95118611	-94.75785556	434	42	—	12	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5950	2022	5	Unmatched
Raw data OBJECTID 18799 BRKEY 19269 NBI No. 19269 On Under 1 Structure No. 4504 0259WX Control No. 004 Lane Ind. W Milepoint 02590 Facility Carried U.S. 70/US-259/SH3 Feature Intersected LITTLE RIVER O'FLOW Division 02 County 089 Location 2.6MI E-N JCT US259/US70 Sufficiency 69.7 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 5950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 434 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 9 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9520 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 -1 Min Measured Clearance -1 NBI Rating 19269 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (12) 36ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4504 0259WX H Index 86.1644 Latitude 33:57:04.27 Longitude -94:45:28.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13 NBI Text 19269 Vault Link http://plansrv1/bridgemaintvault/b19269 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 33.95118611 Longitude DD -94.75785556 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18799 x -10548396.2296018 y 4022249.39512021
19267	2612 1953 X	19267	Grady	U.S. 81	UP R.R. UNDER	2612 1953 X	(80ft.-100ft.)(80ft.-100ft.)	1976	35.337392	-97.936231	362.9	45.699	—	4	0	2	42.7	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.8	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 18797 BRKEY 19267 NBI No. 19267 On Under 1 Structure No. 2612 1953 X Control No. 012 Lane Ind. Milepoint 19530 Facility Carried U.S. 81 Feature Intersected UP R.R. UNDER Division 07 County 051 Location 19.7 MI N US62 Sufficiency 85.8 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 42.7 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 4900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 42.7 Ref. Underclearance Rt. R Underclearance Right 18.3 Underclearance Left 18.3 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 03 Length 362.9 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 63.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 32.932673 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 19267 ODOT County 26 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 (80ft.-100ft.)(80ft.-100ft.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2612 1953 X H Index 79.1281 Latitude 35:20:14.61 Longitude -97:56:10.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 81 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 42-26 NBI Text 19267 Vault Link http://plansrv1/bridgemaintvault/b19267 GIS FO/SD Meets Standards H Inv. Method 35.2 Latitude DD 35.337392 Longitude DD -97.936231 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18797 x -10902211.3651324 y 4209826.42199031
19266	4004 0837 X	19266	Le Flore	U.S. 59	LONG LAKE	4004 0837 X	(3) 50ft. - 100ft. - (2) 50ft. PC BEAM SK 30 DEG.	1976	35.000228	-94.645722	352.001	49.701	—	6	30	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.1	Fair (5)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9700	2022	5	Unmatched
Raw data OBJECTID 18796 BRKEY 19266 NBI No. 19266 On Under 1 Structure No. 4004 0837 X Control No. 004 Lane Ind. Milepoint 08370 Facility Carried U.S. 59 Feature Intersected LONG LAKE Division 02 County 079 Location 8.37 N JCT US-270 Sufficiency 73.1 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 9700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 6 Road Width 46.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 352.001 Deck Width 49.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15520 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19266 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 50ft. - 100ft. - (2) 50ft. PC BEAM SK 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0837 X H Index 88.467 Latitude 35:00:00.82 Longitude -94:38:44.6 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 036 NBI Text 19266 Vault Link http://plansrv1/bridgemaintvault/b19266 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.000228 Longitude DD -94.645722 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18796 x -10535913.5788017 y 4163912.12839674
19178	7283 0672 X	19178	Tulsa	U.S. 169	MINGO CREEK	7283 0672 X	3-12ft.X 8ft.X 297ft. R.C.BOX SK. 60 DEG.	1976	36.10815278	-95.85928333	45.932	0	—	3	30	8	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	57.1	Fair (5)	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	103800	2022	5	Unmatched
Raw data OBJECTID 18795 BRKEY 19178 NBI No. 19178 On Under 1 Structure No. 7283 0672 X Control No. 083 Lane Ind. Milepoint 06720 Facility Carried U.S. 169 Feature Intersected MINGO CREEK Division 08 County 143 Location 1.3 MI N 51 ST. Sufficiency 57.1 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 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 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 8 Fill RCB 15 Appr. Roadway Width 60 Span Type Main M Material 1 - Concrete Design 19 Length 45.932 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 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.9 HS Inv. Rating Method 1 HS Inv. Method 25.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 4 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19178 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 3-12ft.X 8ft.X 297ft. R.C.BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0672 X H Index 92.825 Latitude 36:06:29.35 Longitude -95:51:33.42 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19178 Vault Link http://plansrv1/bridgemaintvault/b19178 GIS FO/SD Meets Standards H Inv. Method 23.6 Latitude DD 36.10815278 Longitude DD -95.85928333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18795 x -10671006.6081037 y 4315513.25060796
19177	7283 0555 X	19177	Tulsa	U.S. 169	MINGO CREEK	7283 0555 X	3-15ft.X 8ft.X 630ft. R.C.BOX SK VARIES	1976	36.08913333	-95.85805	47.999	0	—	3	99	7	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	123200	2022	5	Unmatched
Raw data OBJECTID 18794 BRKEY 19177 NBI No. 19177 On Under 1 Structure No. 7283 0555 X Control No. 083 Lane Ind. Milepoint 05550 Facility Carried U.S. 169 Feature Intersected MINGO CREEK Division 08 County 143 Location 0.01 MI S 51 ST. Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 57.999 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 1976 ADT Total 123200 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 7 Fill RCB 40 Appr. Roadway Width 58.294 Span Type Main M Material 1 - Concrete Design 19 Length 47.999 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.9 HS Inv. Rating Method 1 HS Inv. Method 88.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 197120 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 _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19177 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 3-15ft.X 8ft.X 630ft. R.C.BOX SK VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0555 X H Index 98.2892 Latitude 36:05:20.88 Longitude -95:51:28.98 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19177 Vault Link http://plansrv1/bridgemaintvault/b19177 GIS FO/SD Meets Standards H Inv. Method 78.2 Latitude DD 36.08913333 Longitude DD -95.85805 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18794 x -10670869.3144362 y 4312892.92207679
19449	7208 0056 X	19449	Tulsa	I-44	49TH W. AVE. UNDER	7208 0056 X	98ft. PCBM SPAN	1978	36.078619	-96.048972	98.5	115.5	—	1	0	6	55.37	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.9	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	65100	2022	5	Unmatched
Raw data OBJECTID 18787 BRKEY 19449 NBI No. 19449 On Under 1 Structure No. 7208 0056 X Control No. 008 Lane Ind. Milepoint 00560 Facility Carried I-44 Feature Intersected 49TH W. AVE. UNDER Division 08 County 143 Location 0.5 MI E TURNPIKE GATE Sufficiency 65.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.37 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 1978 ADT Total 65100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 55.37 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 98.5 Deck Width 115.5 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.1 HS Inv. Rating Method 1 HS Inv. Method 34.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 104160 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 1601 Max Measured Clearance 1606 Min Measured Clearance 1604 NBI Rating 19449 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 98ft. PCBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7208 0056 X H Index 86.2656 Latitude 36:04:43.03 Longitude -96:02:56.3 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 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 19449 Vault Link http://plansrv1/bridgemaintvault/b19449 GIS FO/SD FO H Inv. Method 23.8 Latitude DD 36.078619 Longitude DD -96.048972 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18787 x -10692122.6542574 y 4311444.62452356
19361	6419 1704 X	19361	Pushmataha	S.H. 2	KIAMICHI RIVER	6419 1704 X	7-100ft. PRESTRESSED CONC. BM. SPANS	1977	34.44665556	-95.56360278	700	32	—	7	0	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.3	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	690	2022	5	Unmatched
Raw data OBJECTID 18783 BRKEY 19361 NBI No. 19361 On Under 1 Structure No. 6419 1704 X Control No. 019 Lane Ind. Milepoint 17040 Facility Carried S.H. 2 Feature Intersected KIAMICHI RIVER Division 02 County 127 Location 17.0 MI N JCT SH 3 Sufficiency 74.3 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1977 ADT Total 690 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 700 Deck Width 32 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 67.2 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1104 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19361 ODOT County 64 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 7-100ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 1704 X H Index 89.7088 Latitude 34:26:47.96 Longitude -95:33:48.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 078 NBI Text 19361 Vault Link http://plansrv1/bridgemaintvault/b19361 GIS FO/SD Meets Standards H Inv. Method 19.1 Latitude DD 34.44665556 Longitude DD -95.56360278 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18783 x -10638091.5998403 y 4088935.80173859
19357	4902 1435EX	19357	Mayes	U.S. 69	PRYOR CREEK	4902 1435EX	40ft.,2-70ft.,3-40ft. PRES	1977	36.27965833	-95.32905	301.837	43.701	—	6	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.4	Fair (5)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7700	2022	5	Unmatched
Raw data OBJECTID 18779 BRKEY 19357 NBI No. 19357 On Under 1 Structure No. 4902 1435EX Control No. 002 Lane Ind. E Milepoint 14350 Facility Carried U.S. 69 Feature Intersected PRYOR CREEK Division 08 County 097 Location 2.1 MI S JCT. SH 20 Sufficiency 90.4 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.699 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 1977 ADT Total 7700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12320 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 19357 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.,2-70ft.,3-40ft. PRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4902 1435EX H Index 98.0194 Latitude 36:16:46.77 Longitude -95:19:44.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19357 Vault Link http://plansrv1/bridgemaintvault/b19357 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.27965833 Longitude DD -95.32905 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18779 x -10611981.3038065 y 4339170.47251873
19356	3410 1079 X	19356	Jefferson	S.H. 5	COW CREEK	3410 1079 X	3 - 100ft. PC BEAM SPANS	1977	34.169775	-98.00601944	301.837	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.4	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 18778 BRKEY 19356 NBI No. 19356 On Under 1 Structure No. 3410 1079 X Control No. 010 Lane Ind. Milepoint 10790 Facility Carried S.H. 5 Feature Intersected COW CREEK Division 07 County 067 Location 0.9 MI N JCT US70 Sufficiency 97.4 Kind Hwy 3 Level Service 1 Route No. 00005 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.7 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 1977 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19356 ODOT County 34 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 - 100ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3410 1079 X H Index 95.9258 Latitude 34:10:11.19 Longitude -98:00:21.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 042 NBI Text 19356 Vault Link http://plansrv1/bridgemaintvault/b19356 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.169775 Longitude DD -98.00601944 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18778 x -10909980.1787365 y 4051621.50584452
19265	4004 0746 X	19265	Le Flore	U.S. 59	POTEAU RIVER	4004 0746 X	(3) 100ft. - 50ft. PC BEAM	1976	34.99073333	-94.64336667	352.001	49.701	—	4	0	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.8	Fair (5)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9900	2022	5	Unmatched
Raw data OBJECTID 18777 BRKEY 19265 NBI No. 19265 On Under 1 Structure No. 4004 0746 X Control No. 004 Lane Ind. Milepoint 07460 Facility Carried U.S. 59 Feature Intersected POTEAU RIVER Division 02 County 079 Location 7.46 N JCT US-270 Sufficiency 72.8 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 46.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 352.001 Deck Width 49.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 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 15840 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19265 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 100ft. - 50ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0746 X H Index 98.8399 Latitude 34:59:26.64 Longitude -94:38:36.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 033 NBI Text 19265 Vault Link http://plansrv1/bridgemaintvault/b19265 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.99073333 Longitude DD -94.64336667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18777 x -10535651.3846655 y 4162621.91192163
19264	7283 0565WX	19264	Tulsa	U.S. 169 SB	E 51ST ST. & R.R. UNDER	7283 0565WX	75ft.,2-100ft.,75ft. PREST	1976	36.089481	-95.859011	350.066	68.301	—	4	9	4	65.299	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Fair (5)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	61600	2022	5	Unmatched
Raw data OBJECTID 18776 BRKEY 19264 NBI No. 19264 On Under 1 Structure No. 7283 0565WX Control No. 083 Lane Ind. W Milepoint 05650 Facility Carried U.S. 169 SB Feature Intersected E 51ST ST. & R.R. UNDER Division 08 County 143 Location JCT US 169 & E 51 ST. Sufficiency 88.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 65.299 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 1976 ADT Total 61600 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 4 Road Width 65.299 Ref. Underclearance Rt. R Underclearance Right 19.2 Underclearance Left 18.1 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 350.066 Deck Width 68.301 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 98560 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 2208 Max Measured Clearance 2310 Min Measured Clearance 2309 NBI Rating 19264 ODOT County 72 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 75ft.,2-100ft.,75ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0565WX H Index 97.7024 Latitude 36:05:22.13 Longitude -95:51:32.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19264 Vault Link http://plansrv1/bridgemaintvault/b19264 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 36.089481 Longitude DD -95.859011 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18776 x -10670976.2924668 y 4312940.81522809
19263	7283 0565EX	19263	Tulsa	U.S. 169 NB	E 51ST ST./ R.R. UNDER	7283 0565EX	75ft.,2-100ft.,75ft. PREST	1976	36.089481	-95.8584	350.066	68.301	—	4	9	4	65.299	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	Fair (5)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	60750	2022	5	Unmatched
Raw data OBJECTID 18775 BRKEY 19263 NBI No. 19263 On Under 1 Structure No. 7283 0565EX Control No. 083 Lane Ind. E Milepoint 05650 Facility Carried U.S. 169 NB Feature Intersected E 51ST ST./ R.R. UNDER Division 08 County 143 Location JCT US 169 & E 51 ST. Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 65.299 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 1976 ADT Total 60750 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 4 Road Width 65.299 Ref. Underclearance Rt. R Underclearance Right 19.1 Underclearance Left 17.8 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 350.066 Deck Width 68.301 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 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 97200 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 2208 Max Measured Clearance 2406 Min Measured Clearance 2300 NBI Rating 19263 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 75ft.,2-100ft.,75ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0565EX H Index 96.1546 Latitude 36:05:22.13 Longitude -95:51:30.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19263 Vault Link http://plansrv1/bridgemaintvault/b19263 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 36.089481 Longitude DD -95.8584 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18775 x -10670908.2762579 y 4312940.81522809
19262	7510 0827 X	19262	Washita	S.H. 152	WASHITA RIVER O'FLOW	7510 0827 X	7-43ft. P/S CONC. BEAM SPANS	1976	35.290856	-98.841728	303.15	46.001	—	7	0	2	42.799	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 18774 BRKEY 19262 NBI No. 19262 On Under 1 Structure No. 7510 0827 X Control No. 010 Lane Ind. Milepoint 08270 Facility Carried S.H. 152 Feature Intersected WASHITA RIVER O'FLOW Division 05 County 149 Location 0.7 MI E JCT S.H. 54 Sufficiency 75.9 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 42.799 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 1976 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 42.799 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 303.15 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.3 HS Inv. Rating Method 1 HS Inv. Method 26.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 31.068559 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 19262 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-43ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7510 0827 X H Index 89.4519 Latitude 35:17:27.08 Longitude -98:50:30.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19262 Vault Link http://plansrv1/bridgemaintvault/b19262 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 35.290856 Longitude DD -98.841728 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18774 x -11003010.8300872 y 4203477.8985761
19261	6742 0043 X	19261	Seminole	S.H. 3E	WEWOKA CREEK	6742 0043 X	5-60ft. PRESTRESSED CONC. BMSPANS WITH 2-4ft. SIDEWALKS SK. 75 DEG.	1976	35.21843889	-96.67143889	301.837	57.999	—	5	15	4	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	59.4	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	8100	2022	5	Unmatched
Raw data OBJECTID 18773 BRKEY 19261 NBI No. 19261 On Under 1 Structure No. 6742 0043 X Control No. 042 Lane Ind. Milepoint 00430 Facility Carried S.H. 3E Feature Intersected WEWOKA CREEK Division 03 County 133 Location 0.4 MI S US 270 Sufficiency 59.4 Kind Hwy 3 Level Service 1 Route No. 0003E Service Type On 5 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 5 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 57.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.7 HS Inv. Rating Method 1 HS Inv. Method 30.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 24.233476 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19261 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 3.999 Rt. Curb SW 3.999 Description 5-60ft. PRESTRESSED CONC. BMSPANS WITH 2-4ft. SIDEWALKS SK. 75 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6742 0043 X H Index 98.8402 Latitude 35:13:06.38 Longitude -96:40:17.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19261 Vault Link http://plansrv1/bridgemaintvault/b19261 GIS FO/SD FO H Inv. Method 23 Latitude DD 35.21843889 Longitude DD -96.67143889 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18773 x -10761415.3514879 y 4193605.88189035
19355	5106 0300SX	19355	Muskogee	U.S. 62 EB	STREET & UP R.R. UNDER	5106 0300SX	71FT,2-79FT,71FT PRESTR	1977	35.769425	-95.28601111	304.134	43.701	—	4	52	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	11500	2022	5	Unmatched
Raw data OBJECTID 18760 BRKEY 19355 NBI No. 19355 On Under 1 Structure No. 5106 0300SX Control No. 006 Lane Ind. S Milepoint 03000 Facility Carried U.S. 62 EB Feature Intersected STREET & UP R.R. UNDER Division 01 County 101 Location 3 MI. E JCT SH 16 Sufficiency 87.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 4 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 16 - Minor Arterial (Urban) Year Built 1977 ADT Total 11500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 52 No. Main Spans 4 Road Width 40.699 Ref. Underclearance Rt. R Underclearance Right 14.6 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 304.134 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 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 3 HS Operating Rating 53.1 HS Inv. Rating Method 3 HS Inv. Method 40.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 18400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2302 Max Measured Clearance 2310 Min Measured Clearance 2305 NBI Rating 19355 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 71FT,2-79FT,71FT PRESTR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5106 0300SX H Index 83.994 Latitude 35:46:09.93 Longitude -95:17:09.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 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 19355 Vault Link http://plansrv1/bridgemaintvault/b19355 GIS FO/SD Meets Standards H Inv. Method 40.8 Latitude DD 35.769425 Longitude DD -95.28601111 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18760 x -10607190.2364874 y 4268940.81376714
19354	5106 0300NX	19354	Muskogee	U.S. 62 WB	STREET & UP R.R. UNDER	5106 0300NX	71FT,2-79FT,71FT PRETRE	1977	35.769733	-95.286386	304.134	43.701	—	4	52	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	40.7	Failed (0)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	11000	2022	5	Unmatched
Raw data OBJECTID 18759 BRKEY 19354 NBI No. 19354 On Under 1 Structure No. 5106 0300NX Control No. 006 Lane Ind. N Milepoint 03000 Facility Carried U.S. 62 WB Feature Intersected STREET & UP R.R. UNDER Division 01 County 101 Location 3 MI. E JCT SH 16 Sufficiency 40.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 4 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 16 - Minor Arterial (Urban) Year Built 1977 ADT Total 11000 ADT Year 2022 Design Load HS 20 Skew 52 No. Main Spans 4 Road Width 40.699 Ref. Underclearance Rt. R Underclearance Right 14.6 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 304.134 Deck Width 43.701 Bridge Open Closed K TSF Rail 1 TSF Transition 0 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 0 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 0 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2403 Max Measured Clearance 2310 Min Measured Clearance 2305 NBI Rating 19354 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 71FT,2-79FT,71FT PRETRE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5106 0300NX H Index 85.3502 Latitude 35:46:11.04 Longitude -95:17:10.99 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 Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19354 Vault Link http://plansrv1/bridgemaintvault/b19354 GIS FO/SD FO H Inv. Method 0 Latitude DD 35.769733 Longitude DD -95.286386 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18759 x -10607231.9690513 y 4268983.07096429
19353	6419 1368 X	19353	Pushmataha	S.H. 2	PINE CREEK	6419 1368 X	80ft. - 100ft. - 80ft. PC BEAM	1977	34.40510556	-95.59370278	260	32.999	—	3	0	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.6	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	690	2022	5	Unmatched
Raw data OBJECTID 18758 BRKEY 19353 NBI No. 19353 On Under 1 Structure No. 6419 1368 X Control No. 019 Lane Ind. Milepoint 13680 Facility Carried S.H. 2 Feature Intersected PINE CREEK Division 02 County 127 Location 13.68 N JCT SH-3 Sufficiency 79.6 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1977 ADT Total 690 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 260 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.7 HS Inv. Rating Method 1 HS Inv. Method 28.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1104 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19353 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 80ft. - 100ft. - 80ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6419 1368 X H Index 80.9578 Latitude 34:24:18.38 Longitude -95:35:37.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 076 NBI Text 19353 Vault Link http://plansrv1/bridgemaintvault/b19353 GIS FO/SD Meets Standards H Inv. Method 19.1 Latitude DD 34.40510556 Longitude DD -95.59370278 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18758 x -10641442.3165131 y 4083328.38347164
19351	4902 1465EX	19351	Mayes	U.S. 69	PRYOR CREEK O'FLOW	4902 1465EX	6-40ft. PRESTRESSED CONC. BM. SPANS	1977	36.2838	-95.32749722	242.126	43.701	—	6	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.1	Fair (5)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8600	2022	5	Unmatched
Raw data OBJECTID 18756 BRKEY 19351 NBI No. 19351 On Under 1 Structure No. 4902 1465EX Control No. 002 Lane Ind. E Milepoint 14650 Facility Carried U.S. 69 Feature Intersected PRYOR CREEK O'FLOW Division 08 County 097 Location 1.8 MI S JCT SH 20 Sufficiency 89.1 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.699 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 1977 ADT Total 8600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.126 Deck Width 43.701 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 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 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 13760 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 19351 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-40ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4902 1465EX H Index 96.1315 Latitude 36:17:01.68 Longitude -95:19:38.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19351 Vault Link http://plansrv1/bridgemaintvault/b19351 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.2838 Longitude DD -95.32749722 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18756 x -10611808.4491276 y 4339742.41006713
19350	5224 1150 X	19350	Noble	U.S. 177	BNSF R.R. UNDER	5224 1150 X	68ft.-84ft.-66ft. P.C.BM. SPANS SK.60 DEG.49ft.-19.84ft. W/ SLOPE FACED PARAPETS	1977	36.457161	-97.067806	220.144	49.701	—	3	30	2	46.749	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.3	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4500	2022	5	Unmatched
Raw data OBJECTID 18755 BRKEY 19350 NBI No. 19350 On Under 1 Structure No. 5224 1150 X Control No. 024 Lane Ind. Milepoint 11500 Facility Carried U.S. 177 Feature Intersected BNSF R.R. UNDER Division 04 County 103 Location 0.4 MI S JCT. S.H.15 Sufficiency 71.3 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 46.749 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1977 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 46.749 Ref. Underclearance Rt. R Underclearance Right 11.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220.144 Deck Width 49.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2203 Max Measured Clearance 2206 Min Measured Clearance 2206 NBI Rating 19350 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 68ft.-84ft.-66ft. P.C.BM. SPANS SK.60 DEG.49ft.-19.84ft. W/ SLOPE FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5224 1150 X H Index 96.0685 Latitude 36:27:25.78 Longitude -97:04:04.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 177 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 19350 Vault Link http://plansrv1/bridgemaintvault/b19350 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.457161 Longitude DD -97.067806 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18755 x -10805538.7363403 y 4363709.73162211
19260	7220 0014WX	19260	Tulsa	S.H. 51 WB SH.97SB	ST./ BNSF R.R. & CR. UND	7220 0014WX	3-70ft.,90ft. PRESTRESSE	1976	36.120275	-96.116456	301.837	51.699	—	4	10	3	48.701	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	15400	2022	5	Unmatched
Raw data OBJECTID 18754 BRKEY 19260 NBI No. 19260 On Under 1 Structure No. 7220 0014WX Control No. 020 Lane Ind. W Milepoint 00140 Facility Carried S.H. 51 WB SH.97SB Feature Intersected ST./ BNSF R.R. & CR. UND Division 08 County 143 Location 0.1 MI N SH 97 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 48.701 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1976 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 4 Road Width 48.701 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 51.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48.4 HS Inv. Rating Method 3 HS Inv. Method 37.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 24640 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 1504 Max Measured Clearance 1607 Min Measured Clearance 1504 NBI Rating 19260 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft.,90ft. PRESTRESSE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7220 0014WX H Index 90.9951 Latitude 36:07:12.99 Longitude -96:06:59.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19260 Vault Link http://plansrv1/bridgemaintvault/b19260 GIS FO/SD Meets Standards H Inv. Method 37.2 Latitude DD 36.120275 Longitude DD -96.116456 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18754 x -10699634.9387741 y 4317183.67197383
19257	4504 0235WX	19257	McCurtain	U.S. 70/US-259/SH3	LITTLE RIVER O'FLOW	4504 0235WX	(8) 36ft. PC BEAM	1976	33.94780278	-94.75869167	290	42	—	8	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5950	2022	5	Unmatched
Raw data OBJECTID 18751 BRKEY 19257 NBI No. 19257 On Under 1 Structure No. 4504 0235WX Control No. 004 Lane Ind. W Milepoint 02350 Facility Carried U.S. 70/US-259/SH3 Feature Intersected LITTLE RIVER O'FLOW Division 02 County 089 Location 2.4MI E-N JCT US259/US70 Sufficiency 69.7 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 5950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 290 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9520 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 -1 Min Measured Clearance -1 NBI Rating 19257 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (8) 36ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4504 0235WX H Index 73.4492 Latitude 33:56:52.09 Longitude -94:45:31.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11 NBI Text 19257 Vault Link http://plansrv1/bridgemaintvault/b19257 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 33.94780278 Longitude DD -94.75869167 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18751 x -10548489.3049412 y 4021795.3663393
19256	2402 0132NX	19256	Garfield	U.S. 60 / U.S. 412	TURKEY CREEK	2402 0132NX	3-90ft. PRESTRESSED CONCRETE BEAM SPANS SK.45 DEG.	1976	36.39111111	-98.08138889	272.999	49.747	—	3	45	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3700	2022	5	Unmatched
Raw data OBJECTID 18750 BRKEY 19256 NBI No. 19256 On Under 1 Structure No. 2402 0132NX Control No. 002 Lane Ind. N Milepoint 01320 Facility Carried U.S. 60 / U.S. 412 Feature Intersected TURKEY CREEK Division 04 County 047 Location 1.3 MI E MAJOR C/L Sufficiency 99.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 46.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 272.999 Deck Width 49.747 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19256 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-90ft. PRESTRESSED CONCRETE BEAM SPANS SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 0132NX H Index 90.6145 Latitude 36:23:28 Longitude -98:04:53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 & 412 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 19256 Vault Link http://plansrv1/bridgemaintvault/b19256 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.39111111 Longitude DD -98.08138889 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18750 x -10918370.2675318 y 4354571.9722
19162	4004 0507 X	19162	Le Flore	U.S. 59	CREEK	4004 0507 X	(3) 10ft. X 10ft. X 192ft. RCB	1976	34.95812778	-94.63156389	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 18745 BRKEY 19162 NBI No. 19162 On Under 1 Structure No. 4004 0507 X Control No. 004 Lane Ind. Milepoint 05070 Facility Carried U.S. 59 Feature Intersected CREEK Division 02 County 079 Location 5.07 N JCT US-270 Sufficiency 79.9 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 25 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.1 HS Inv. Rating Method 2 HS Inv. Method 28.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 13120 Future ADT Year 2042 Bypass Detour 28.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19162 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 192ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0507 X H Index 97.02 Latitude 34:57:29.26 Longitude -94:37:53.63 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 030 NBI Text 19162 Vault Link http://plansrv1/bridgemaintvault/b19162 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 34.95812778 Longitude DD -94.63156389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18745 x -10534337.5052059 y 4158192.33152253