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
24785	0922 0651SX	24785	Canadian	S.H. 3 EB	UNCLE JOHN'S CREEK	0922 0651SX	70-75ft.-70ft. P.C BEAM SPANS W/ SLOPED FACE PARAPETS	1997	35.66715556	-97.89577778	217.5	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 25129 BRKEY 24785 NBI No. 24785 On Under 1 Structure No. 0922 0651SX Control No. 022 Lane Ind. S Milepoint 06510 Facility Carried S.H. 3 EB Feature Intersected UNCLE JOHN'S CREEK Division 04 County 017 Location 4.2 MI.S.E. JCT.US81 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1997 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 217.5 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 24785 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70-75ft.-70ft. P.C BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0651SX H Index 98.9891 Latitude 35:40:01.76 Longitude -97:53:44.8 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 NBI Text 24785 Vault Link http://plansrv1/bridgemaintvault/b24785 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.66715556 Longitude DD -97.89577778 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25129 x -10897708.1332811 y 4254918.61366659
24784	3220 0106 X	24784	Hughes	S.H. 31A	HEGWOOD CREEK	3220 0106 X	3- 13ft. X 10ft.X 66.9 RDWY RC BOX W/ 3ft. ADDL. CURTAIN WALLS	1999	34.852514	-96.089628	41	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 25128 BRKEY 24784 NBI No. 24784 On Under 1 Structure No. 3220 0106 X Control No. 020 Lane Ind. Milepoint 01061 Facility Carried S.H. 31A Feature Intersected HEGWOOD CREEK Division 03 County 063 Location 1.1 MI N JCT SH 31 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 0031A 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 1999 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN 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 6 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 41 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 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1920 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 24784 ODOT County 32 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 13ft. X 10ft.X 66.9 RDWY RC BOX W/ 3ft. ADDL. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3220 0106 X H Index 97.4455 Latitude 34:51:09.05 Longitude -96:05:22.66 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 31A Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 24784 Vault Link http://plansrv1/bridgemaintvault/b24784 GIS FO/SD Meets Standards H Inv. Method 35.99 Latitude DD 34.852514 Longitude DD -96.089628 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25128 x -10696648.4594751 y 4143856.40471427
24783	0922 0480SX	24783	Canadian	S.H. 3 EB	UNCLE JOHN TRIB.	0922 0480SX	45ft.-50ft.-45ft. P.C. BM. SPANS W/ SLOPED FACE PARAPETS	1997	35.67857778	-97.92286389	142.5	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 25127 BRKEY 24783 NBI No. 24783 On Under 1 Structure No. 0922 0480SX Control No. 022 Lane Ind. S Milepoint 04800 Facility Carried S.H. 3 EB Feature Intersected UNCLE JOHN TRIB. Division 04 County 017 Location 2.4 MI.S.E. JCT. US81 Sufficiency 98.7 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1997 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 142.5 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 24783 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-50ft.-45ft. P.C. BM. SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0480SX H Index 98.8739 Latitude 35:40:42.88 Longitude -97:55:22.31 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 NBI Text 24783 Vault Link http://plansrv1/bridgemaintvault/b24783 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.67857778 Longitude DD -97.92286389 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25127 x -10900723.3452538 y 4256483.82620917
24782	0922 0369SX	24782	Canadian	S.H. 3 EB	CREEK	0922 0369SX	60ft.-75ft.-60ft. P.C. BM. SPANS W/ SLOPED FACE PARAPETS	1997	35.68622778	-97.94046944	197.612	41.001	—	3	17	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 25126 BRKEY 24782 NBI No. 24782 On Under 1 Structure No. 0922 0369SX Control No. 022 Lane Ind. S Milepoint 03690 Facility Carried S.H. 3 EB Feature Intersected CREEK Division 04 County 017 Location 1.3 MI.S.E. JCT.US81 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1997 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.612 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 24782 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-75ft.-60ft. P.C. BM. SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0369SX H Index 99.044 Latitude 35:41:10.42 Longitude -97:56:25.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 24782 Vault Link http://plansrv1/bridgemaintvault/b24782 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.68622778 Longitude DD -97.94046944 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25126 x -10902683.186115 y 4257532.24822096
24779	1938 1416NX	24779	Creek	S.H. 51 WB	SALT CREEK	1938 1416NX	70ft.,5-100ft., 50ft. PRES	1996	36.127653	-96.336733	624	40	—	5	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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)	B	6100	2022	5	Unmatched
Raw data OBJECTID 25105 BRKEY 24779 NBI No. 24779 On Under 1 Structure No. 1938 1416NX Control No. 038 Lane Ind. N Milepoint 14160 Facility Carried S.H. 51 WB Feature Intersected SALT CREEK Division 08 County 037 Location 16.2 MI E JCT SH 99 Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 1996 ADT Total 6100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 38 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 624 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.3 HS Inv. Rating Method 3 HS Inv. Method 43.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 24779 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.,5-100ft., 50ft. PRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1938 1416NX H Index 97.6676 Latitude 36:07:39.55 Longitude -96:20:12.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 W.B. 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 24779 Vault Link http://plansrv1/bridgemaintvault/b24779 GIS FO/SD Meets Standards H Inv. Method 43.3 Latitude DD 36.127653 Longitude DD -96.336733 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25105 x -10724156.0622476 y 4318200.47412055
24778	7280 1360 X	24778	Tulsa	E. 71ST ST.	S.H. 51 UNDER	7280 1360 X	65ft.-2(150ft.)-65ft. PL. GRDR SPANS WITH 91ft. CLR.RDY., SK 33DEG 23ft. 48ft. ft. RF, CONC. PARAPET, 10ft. S/W LH, 8ft. S/W RH	1994	36.06111111	-95.77	431.749	110.833	—	4	57	6	87.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	5000	2022	5	Unmatched
Raw data OBJECTID 25104 BRKEY 24778 NBI No. 24778 On Under 1 Structure No. 7280 1360 X Control No. Lane Ind. Milepoint Facility Carried E. 71ST ST. Feature Intersected S.H. 51 UNDER Division 08 County 143 Location 5.6 MI E US-169 Sufficiency 98.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 87.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1994 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 57 No. Main Spans 4 Road Width 87.999 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 87.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 431.749 Deck Width 110.833 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.7 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1800 Min Measured Clearance 1704 NBI Rating 24778 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 7.999 Description 65ft.-2(150ft.)-65ft. PL. GRDR SPANS WITH 91ft. CLR.RDY., SK 33DEG 23ft. 48ft. ft. RF, CONC. PARAPET, 10ft. S/W LH, 8ft. S/W RH Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 1360 X H Index 97.1614 Latitude 36:03:40 Longitude -95:46:12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name E. 71ST ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 24778 Vault Link http://plansrv1/bridgemaintvault/b24778 GIS FO/SD Meets Standards H Inv. Method 20.7 Latitude DD 36.06111111 Longitude DD -95.77 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25104 x -10661067.6332718 y 4309033.42790162
24777	7280 1300 X	24777	Tulsa	LYNN LN.	S.H. 51 UNDER	7280 1300 X	2 (126ft.) BULB TEE PCB SPANS WITH 65ft.-0ft. CLR.RDY. SK 66 DEG.45ft. 04in. LF W/ CONCRETE PARAPET AND 8ft.-0in. SIDEWALKS RT&LT	1996	36.064444	-95.779722	252.999	80	—	2	24	4	65	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	4300	2022	5	Unmatched
Raw data OBJECTID 25103 BRKEY 24777 NBI No. 24777 On Under 1 Structure No. 7280 1300 X Control No. Lane Ind. Milepoint Facility Carried LYNN LN. Feature Intersected S.H. 51 UNDER Division 08 County 143 Location 5 MI E US-169 Sufficiency 99 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 65 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1996 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 2 Road Width 65 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 65 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 252.999 Deck Width 80 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 115.8 HS Inv. Rating Method 3 HS Inv. Method 61.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1709 Min Measured Clearance 1702 NBI Rating 24777 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 7.999 Rt. Curb SW 7.999 Description 2 (126ft.) BULB TEE PCB SPANS WITH 65ft.-0ft. CLR.RDY. SK 66 DEG.45ft. 04in. LF W/ CONCRETE PARAPET AND 8ft.-0in. SIDEWALKS RT&LT Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 1300 X H Index 98.9172 Latitude 36:03:52 Longitude -95:46:47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name LYNN LN. 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 24777 Vault Link http://plansrv1/bridgemaintvault/b24777 GIS FO/SD Meets Standards H Inv. Method 61.1 Latitude DD 36.064444 Longitude DD -95.779722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25103 x -10662149.8813613 y 4309492.3940634
24969	5505 0026 X	24969	Oklahoma	I-44 NB	I-44 NB RAMP TO SW 59TH	5505 0026WXR	146ft. CURVED PLATE GIRDER SKEW VARIES	1998	35.40127778	-97.57642778	146.243	41.001	—	1	53	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	2000	2022	5	Unmatched
Raw data OBJECTID 25095 BRKEY 24969 NBI No. 24969 On Under 1 Structure No. 5505 0026 X Control No. 005 Lane Ind. Milepoint 00260 Facility Carried I-44 NB Feature Intersected I-44 NB RAMP TO SW 59TH Division 04 County 109 Location 1/2 MI. N. OF I-240 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1998 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 53 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 9.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 146.243 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97.995 HS Inv. Rating Method 1 HS Inv. Method 58.974 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1705 Min Measured Clearance 1610 NBI Rating 24969 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 146ft. CURVED PLATE GIRDER SKEW VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0026WXR H Index 87.4305 Latitude 35:24:04.6 Longitude -97:34:35.14 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 24969 Vault Link http://plansrv1/bridgemaintvault/b24969 GIS FO/SD Meets Standards H Inv. Method 31.967 Latitude DD 35.40127778 Longitude DD -97.57642778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25095 x -10862158.2538962 y 4218547.79103267
24968	4230 0713EX	24968	Logan	I-35 NB	TRIPLETT RD. UNDER	4230 0713EX	65ft.-105ft.-85ft. P.C. BEAM SPAN WITH SLOPE- FACED PARAPET RAIL	1998	35.82682778	-97.40767778	255.906	43.1	—	3	45	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12800	2022	5	Unmatched
Raw data OBJECTID 25094 BRKEY 24968 NBI No. 24968 On Under 1 Structure No. 4230 0713EX Control No. 030 Lane Ind. E Milepoint 07130 Facility Carried I-35 NB Feature Intersected TRIPLETT RD. UNDER Division 04 County 083 Location 7.1 MI N OKLA. C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1998 ADT Total 12800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.8 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 255.906 Deck Width 43.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99 HS Inv. Rating Method 1 HS Inv. Method 50 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20480 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 1602 Max Measured Clearance 1606 Min Measured Clearance 1605 NBI Rating 24968 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-105ft.-85ft. P.C. BEAM SPAN WITH SLOPE- FACED PARAPET RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0713EX H Index 96.1174 Latitude 35:49:36.58 Longitude -97:24:27.64 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 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 24968 Vault Link http://plansrv1/bridgemaintvault/b24968 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.82682778 Longitude DD -97.40767778 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25094 x -10843373.0898249 y 4276819.22966543
24967	4230 0713WX	24967	Logan	SB I-35	TRIPLETT RD. UNDER	4230 0713WX	65ft.-105ft.-85ft. P.C.BEAM SPANS WITH SLOPED-FACE PARAPET	1998	35.82701111	-97.4079	255.906	41.302	—	3	45	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16900	2022	5	Unmatched
Raw data OBJECTID 25093 BRKEY 24967 NBI No. 24967 On Under 1 Structure No. 4230 0713WX Control No. 030 Lane Ind. W Milepoint 07130 Facility Carried SB I-35 Feature Intersected TRIPLETT RD. UNDER Division 04 County 083 Location 7.1 MI N OKLA. C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1998 ADT Total 16900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 255.906 Deck Width 41.302 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99 HS Inv. Rating Method 1 HS Inv. Method 50 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27040 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 1602 Max Measured Clearance 1800 Min Measured Clearance 1710 NBI Rating 24967 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-105ft.-85ft. P.C.BEAM SPANS WITH SLOPED-FACE PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0713WX H Index 96.4437 Latitude 35:49:37.24 Longitude -97:24:28.44 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 24967 Vault Link http://plansrv1/bridgemaintvault/b24967 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.82701111 Longitude DD -97.4079 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25093 x -10843397.8272421 y 4276844.40046183
25336	6118 0158 X	25336	Pittsburg	S.H. 31	MUD CREEK	6118 0158 X	55ft. - 52ft. - 55ft. PC BEAM SK 45°	2000	34.92756111	-95.70158056	163.058	41.499	—	3	45	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4200	2022	4	Unmatched
Raw data OBJECTID 25091 BRKEY 25336 NBI No. 25336 On Under 1 Structure No. 6118 0158 X Control No. 018 Lane Ind. Milepoint 01580 Facility Carried S.H. 31 Feature Intersected MUD CREEK Division 02 County 121 Location 1.7 E JCT US 270 Sufficiency 84 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.4 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 2000 ADT Total 4200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 39.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 163.058 Deck Width 41.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.7 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 6720 Future ADT Year 2042 Bypass Detour 45.981468 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25336 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft. - 52ft. - 55ft. PC BEAM SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6118 0158 X H Index 99.9436 Latitude 34:55:39.22 Longitude -95:42:05.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 31 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 071 NBI Text 25336 Vault Link http://plansrv1/bridgemaintvault/b25336 GIS FO/SD Meets Standards H Inv. Method 29.1 Latitude DD 34.92756111 Longitude DD -95.70158056 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25091 x -10653451.2160506 y 4154041.34044383
25332	1918 1140 X	25332	Creek	S.H. 33	CREEK	1918 1140 X	2-12ft.X12ft.X72ft.RCB	1993	36.00296667	-96.42365833	33.999	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3300	2022	5	Unmatched
Raw data OBJECTID 25087 BRKEY 25332 NBI No. 25332 On Under 1 Structure No. 1918 1140 X Control No. 018 Lane Ind. Milepoint 11400 Facility Carried S.H. 33 Feature Intersected CREEK Division 08 County 037 Location 11.3 MI E PAYNE C/L Sufficiency 89.7 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1993 ADT Total 3300 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 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 29.204446 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 25332 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X12ft.X72ft.RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1918 1140 X H Index 89.9416 Latitude 36:00:10.68 Longitude -96:25:25.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25332 Vault Link http://plansrv1/bridgemaintvault/b25332 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.00296667 Longitude DD -96.42365833 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25087 x -10733832.5457202 y 4301029.58893979
25235	1606 0152 X	25235	Comanche	U.S. 62	CHANDLER CREEK	1606 0152 X	3-70ft. PRESTRESSED CONC. BM. SPANS	2002	34.80457778	-98.38721389	210	45.997	—	3	0	2	43.963	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3700	2022	4	Unmatched
Raw data OBJECTID 25080 BRKEY 25235 NBI No. 25235 On Under 1 Structure No. 1606 0152 X Control No. 006 Lane Ind. Milepoint 01520 Facility Carried U.S. 62 Feature Intersected CHANDLER CREEK Division 07 County 031 Location 1.6 MI. N. JCT.US277 Sufficiency 93 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 2002 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.963 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 45.997 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 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25235 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1606 0152 X H Index 99.8969 Latitude 34:48:16.48 Longitude -98:23:13.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 037 NBI Text 25235 Vault Link http://plansrv1/bridgemaintvault/b25235 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.80457778 Longitude DD -98.38721389 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25080 x -10952414.5508037 y 4137355.65559533
25423	3308 1008 X	25423	Jackson	U.S. 283	CREEK	3308 1008 X	4-33ft. REINF. CONC. SLAB SPANS	1999	34.78421944	-99.33528333	132.001	54.003	—	4	0	2	52.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3100	2022	4	Unmatched
Raw data OBJECTID 25073 BRKEY 25423 NBI No. 25423 On Under 1 Structure No. 3308 1008 X Control No. 008 Lane Ind. Milepoint 10080 Facility Carried U.S. 283 Feature Intersected CREEK Division 05 County 065 Location 0.1 MI N JCT S.H. 19 Sufficiency 95.7 Kind Hwy 2 Level Service 1 Route No. 00283 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 51.001 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 1999 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 51.001 Span Type Main M Material 1 - Concrete Design 01 Length 132.001 Deck Width 54.003 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25423 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-33ft. REINF. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3308 1008 X H Index 98.0929 Latitude 34:47:03.19 Longitude -99:20:07.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 283 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25423 Vault Link http://plansrv1/bridgemaintvault/b25423 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 34.78421944 Longitude DD -99.33528333 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25073 x -11057953.1581012 y 4134595.95483068
25422	3308 0702 X	25422	Jackson	U.S. 283	CREEK	3308 0702 X	4-10ft.X4ft.X131ft.RDY. R.C.BOX, SK. 45 DEG. R.F.	1999	34.73961111	-99.33509444	43.999	131.001	—	4	45	2	131.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6200	2022	4	Unmatched
Raw data OBJECTID 25072 BRKEY 25422 NBI No. 25422 On Under 1 Structure No. 3308 0702 X Control No. 008 Lane Ind. Milepoint 07020 Facility Carried U.S. 283 Feature Intersected CREEK Division 05 County 065 Location 3.0 MI S JCT S.H. 19 Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00283 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1999 ADT Total 6200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 4 Road Width 131.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 78.002 Span Type Main M Material 1 - Concrete Design 19 Length 43.999 Deck Width 131.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9920 Future ADT Year 2042 Bypass Detour 39.999898 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 25422 ODOT County 33 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 4-10ft.X4ft.X131ft.RDY. R.C.BOX, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3308 0702 X H Index 97.69 Latitude 34:44:22.6 Longitude -99:20:06.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 283 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25422 Vault Link http://plansrv1/bridgemaintvault/b25422 GIS FO/SD Meets Standards H Inv. Method 35.99 Latitude DD 34.73961111 Longitude DD -99.33509444 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25072 x -11057932.1309625 y 4128551.39577648
25420	7278R1011 X	25420	Tulsa	89TH ST.	I-44 UNDER	7278R1011 X	2-129ft.CONPLT SPAN	1995	36.16333333	-95.80833333	257.874	50.853	—	2	0	2	26.247	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	I	1000	1999	5	Unmatched
Raw data OBJECTID 25070 BRKEY 25420 NBI No. 25420 On Under 1 Structure No. 7278R1011 X Control No. Lane Ind. Milepoint Facility Carried 89TH ST. Feature Intersected I-44 UNDER Division 08 County 143 Location 1.4 MI E JCT SH-51 Sufficiency 83.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.247 Bridge System I Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1995 ADT Total 1000 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 26.247 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 8.501 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 26.247 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 257.874 Deck Width 50.853 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 8 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 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 1000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1700 Min Measured Clearance 1606 NBI Rating 25420 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 9.843 Rt. Curb SW 9.843 Description 2-129ft.CONPLT SPAN Route Flag Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 7278R1011 X H Index 100 Latitude 36:09:48 Longitude -95:48:30 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name 89TH ST. Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25420 Vault Link http://plansrv1/bridgemaintvault/b25420 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.16333333 Longitude DD -95.80833333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 25070 x -10665334.8800478 y 4323119.12310249
25419	7278 0938SX	25419	Tulsa	I-44 EB	MEMORIAL RD. UNDER	7278 0938SX	138ft.,90ft.,114ft.CONPLT	1996	36.12013889	-95.88696389	341.864	58.727	—	3	41	3	52.493	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29450	2022	5	Unmatched
Raw data OBJECTID 25069 BRKEY 25419 NBI No. 25419 On Under 1 Structure No. 7278 0938SX Control No. 078 Lane Ind. S Milepoint 09380 Facility Carried I-44 EB Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location .7 MI E JCT SH-51 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.493 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 1996 ADT Total 29450 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 3 Road Width 52.493 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 15 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.493 Span Type Main M Material 4 - Steel Continuous Design 02 Length 341.864 Deck Width 58.727 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 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82 HS Inv. Rating Method 1 HS Inv. Method 49.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47120 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 1704 Max Measured Clearance 1800 Min Measured Clearance 1708 NBI Rating 25419 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 138ft.,90ft.,114ft.CONPLT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0938SX H Index 97.8358 Latitude 36:07:12.5 Longitude -95:53:13.07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 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 25419 Vault Link http://plansrv1/bridgemaintvault/b25419 GIS FO/SD Meets Standards H Inv. Method 31.3 Latitude DD 36.12013889 Longitude DD -95.88696389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25069 x -10674087.9939478 y 4317164.91481511
25418	7278 0938NX	25418	Tulsa	I-44 WB	MEMORIAL RD. UNDER	7278 0938NX	138ft.,90ft.,114ft.CONPLT	1996	36.12055278	-95.88696667	341.864	58.727	—	3	41	3	47.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29800	2022	5	Unmatched
Raw data OBJECTID 25068 BRKEY 25418 NBI No. 25418 On Under 1 Structure No. 7278 0938NX Control No. 078 Lane Ind. N Milepoint 09380 Facility Carried I-44 WB Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location .7 MI E JCT SH-51 Sufficiency 94.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1996 ADT Total 29800 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 3 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 15 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 341.864 Deck Width 58.727 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82 HS Inv. Rating Method 1 HS Inv. Method 49.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47680 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 1704 Max Measured Clearance 1902 Min Measured Clearance 1710 NBI Rating 25418 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 138ft.,90ft.,114ft.CONPLT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0938NX H Index 94.3325 Latitude 36:07:13.99 Longitude -95:53:13.08 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 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 25418 Vault Link http://plansrv1/bridgemaintvault/b25418 GIS FO/SD Meets Standards H Inv. Method 31.3 Latitude DD 36.12055278 Longitude DD -95.88696667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25068 x -10674088.303416 y 4317221.95260924
25233	2512 1597 X	25233	Garvin	S.H. 19	SPRING BROOK CREEK	2512 1597 X	1-90ft. PCB SPAN SK. 3	1999	34.796553	-96.972547	89.895	42.323	—	1	30	2	40.026	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 25060 BRKEY 25233 NBI No. 25233 On Under 1 Structure No. 2512 1597 X Control No. 012 Lane Ind. Milepoint 15970 Facility Carried S.H. 19 Feature Intersected SPRING BROOK CREEK Division 03 County 049 Location 0.3 MI W JCT US 177 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00019 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 06 - Minor Arterial (Rural) Year Built 1999 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 40.026 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 89.895 Deck Width 42.323 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 107 HS Inv. Rating Method 1 HS Inv. Method 64 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25233 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1-90ft. PCB SPAN SK. 3 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2512 1597 X H Index 97.6379 Latitude 34:47:47.59 Longitude -96:58:21.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 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 25233 Vault Link http://plansrv1/bridgemaintvault/b25233 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 34.796553 Longitude DD -96.972547 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25060 x -10794934.5529668 y 4136267.76493965
25133	4128 1439WX	25133	Lincoln	U.S. 377 / S.H. 99	DEEP FORK O'FLOW	4128 1439 X	9-56 ft. PC BEAM SPANS W/ 40.0 ft. CLR. RDWY & TR-3 TRAFFIC RAILS	1998	35.689694	-96.662889	501.6	42.001	—	9	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1350	2022	4	Unmatched
Raw data OBJECTID 25050 BRKEY 25133 NBI No. 25133 On Under 1 Structure No. 4128 1439WX Control No. 028 Lane Ind. W Milepoint 14390 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEEP FORK O'FLOW Division 03 County 081 Location 14.3 MI N JCT US 62 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 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 1998 ADT Total 1350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 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 501.6 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25133 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-56 ft. PC BEAM SPANS W/ 40.0 ft. CLR. RDWY & TR-3 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128 1439 X H Index 99.5714 Latitude 35:41:22.9 Longitude -96:39:46.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25133 Vault Link http://plansrv1/bridgemaintvault/b25133 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.689694 Longitude DD -96.662889 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25050 x -10760463.5820867 y 4258007.32201585
25416	6610 0996 X	25416	Rogers	S.H. 20	CREEK	6610 0996 X	3-10ft.X8ft.X179ft. RCB	1996	36.30693333	-95.43988611	36.001	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	8100	2022	4	Unmatched
Raw data OBJECTID 25048 BRKEY 25416 NBI No. 25416 On Under 1 Structure No. 6610 0996 X Control No. 010 Lane Ind. Milepoint 09960 Facility Carried S.H. 20 Feature Intersected CREEK Division 08 County 131 Location 10.0 MI E SH-66 JCT Sufficiency 67 Kind Hwy 3 Level Service 1 Route No. 00028 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 06 - Minor Arterial (Rural) Year Built 1996 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 36.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 26.09759 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 25416 ODOT County 66 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.X8ft.X179ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6610 0996 X H Index 96.6878 Latitude 36:18:24.96 Longitude -95:26:23.59 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 20 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25416 Vault Link http://plansrv1/bridgemaintvault/b25416 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.30693333 Longitude DD -95.43988611 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25048 x -10624319.5231332 y 4342937.53009619
25415	7278 0921NX	25415	Tulsa	I-44 WB	31ST ST. UNDER	7278 0921NX	75ft.,135ft.,75ft.PLTGRDR	1996	36.11864444	-95.88989722	285.105	87.992	—	3	52	4	85.302	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29800	2022	5	Unmatched
Raw data OBJECTID 25047 BRKEY 25415 NBI No. 25415 On Under 1 Structure No. 7278 0921NX Control No. 078 Lane Ind. N Milepoint 09210 Facility Carried I-44 WB Feature Intersected 31ST ST. UNDER Division 08 County 143 Location .6 MI E JCT SH-51 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 85 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 1996 ADT Total 29800 ADT Year 2022 Design Load HS 20 Skew 52 No. Main Spans 3 Road Width 85.302 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 85 Span Type Main M Material 4 - Steel Continuous Design 02 Length 285.105 Deck Width 87.992 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 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.7 HS Inv. Rating Method 1 HS Inv. Method 47.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1607 Min Measured Clearance 1604 NBI Rating 25415 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.,135ft.,75ft.PLTGRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0921NX H Index 98.1708 Latitude 36:07:07.12 Longitude -95:53:23.63 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 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 25415 Vault Link http://plansrv1/bridgemaintvault/b25415 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 36.11864444 Longitude DD -95.88989722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25047 x -10674414.5307497 y 4316958.9685599
25414	7278 0921SX	25414	Tulsa	I-44 EB	31ST ST. UNDER	7278 0921SX	75ft.,135ft.,75ft.CONPLT G	1996	36.11864167	-95.88899167	285.105	73.983	—	3	49	4	68.898	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29450	2022	5	Unmatched
Raw data OBJECTID 25046 BRKEY 25414 NBI No. 25414 On Under 1 Structure No. 7278 0921SX Control No. 078 Lane Ind. S Milepoint 09210 Facility Carried I-44 EB Feature Intersected 31ST ST. UNDER Division 08 County 143 Location .6 MI. JCT SH-51 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 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 1996 ADT Total 29450 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 3 Road Width 68.898 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 68.898 Span Type Main M Material 4 - Steel Continuous Design 02 Length 285.105 Deck Width 73.983 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.1 HS Inv. Rating Method 1 HS Inv. Method 47.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1703 Min Measured Clearance 1606 NBI Rating 25414 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.,135ft.,75ft.CONPLT G Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 0921SX H Index 99.839 Latitude 36:07:07.11 Longitude -95:53:20.37 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 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 25414 Vault Link http://plansrv1/bridgemaintvault/b25414 GIS FO/SD Meets Standards H Inv. Method 29.3 Latitude DD 36.11864167 Longitude DD -95.88899167 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25046 x -10674313.7253848 y 4316958.58683707
25132	4128 1406WX	25132	Lincoln	U.S. 377 / S.H. 99	DEEP FORK RIVER	4128 1406 X	2-100ft.PCB & 3-133ft.BU	1998	35.684925	-96.66295833	602.034	42.323	—	5	30	2	40.026	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	1350	2022	4	Unmatched
Raw data OBJECTID 25031 BRKEY 25132 NBI No. 25132 On Under 1 Structure No. 4128 1406WX Control No. 028 Lane Ind. W Milepoint 14060 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEEP FORK RIVER Division 03 County 081 Location 14.2 MI N JCT US 62 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 23.999 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 1998 ADT Total 1350 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 5 Road Width 40.026 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 602.034 Deck Width 42.323 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 91 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25132 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft.PCB & 3-133ft.BU Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128 1406 X H Index 98.2226 Latitude 35:41:05.73 Longitude -96:39:46.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25132 Vault Link http://plansrv1/bridgemaintvault/b25132 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.684925 Longitude DD -96.66295833 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25031 x -10760471.299867 y 4257353.69690603
25128	0514 0478 X	25128	Beckham	S.H. 6	WEST ELK CREEK	0514 0478 X	100ft. P/S CONC.BEAM SPAN W/ 5ft. SIDEWALKS	1999	35.36094444	-99.39963611	99.081	73.002	—	1	0	2	66.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.6	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	6300	2022	5	Unmatched
Raw data OBJECTID 25027 BRKEY 25128 NBI No. 25128 On Under 1 Structure No. 0514 0478 X Control No. 014 Lane Ind. Milepoint 04780 Facility Carried S.H. 6 Feature Intersected WEST ELK CREEK Division 05 County 009 Location 4.7 MI N S.H. 152 Sufficiency 88.6 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 66.001 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 1999 ADT Total 6300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 66.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 72.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 99.081 Deck Width 73.002 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 8 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 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10080 Future ADT Year 2042 Bypass Detour 6.213712 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 25128 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 0 Description 100ft. P/S CONC.BEAM SPAN W/ 5ft. SIDEWALKS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0514 0478 X H Index 85.3731 Latitude 35:21:39.4 Longitude -99:23:58.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 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 25128 Vault Link http://plansrv1/bridgemaintvault/b25128 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.36094444 Longitude DD -99.39963611 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25027 x -11065116.8768019 y 4213040.88076623
25127	0905 3306 X	25127	Canadian	CZECH HALL RD.	I-40 UNDER	0905 3306 X	2-190ft. CONT. PLATE GIRDER SPANS W/ TR-3 RAILS	1998	35.47636667	-97.742625	379.921	65	—	2	30	4	56.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.2	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 25026 BRKEY 25127 NBI No. 25127 On Under 1 Structure No. 0905 3306 X Control No. Lane Ind. Milepoint Facility Carried CZECH HALL RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 33.0 MI. E. CADDO CO Sufficiency 92.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1998 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 22.799 Underclearance Left 50 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 56.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 379.921 Deck Width 65 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.943649 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1708 Min Measured Clearance 1706 NBI Rating 25127 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 6.001 Description 2-190ft. CONT. PLATE GIRDER SPANS W/ TR-3 RAILS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 3306 X H Index 81.7653 Latitude 35:28:34.92 Longitude -97:44:33.45 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name CZECH HALL RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 25127 Vault Link http://plansrv1/bridgemaintvault/b25127 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 35.47636667 Longitude DD -97.742625 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25026 x -10880659.2437979 y 4228807.39342915
25410	7274 0100 X	25410	Tulsa	S.H. 67	CREEK	7274 0100 X	3-10ft.X6ft.X897ft. RCB	1994	35.94403333	-96.01271667	30.84	0	—	3	0	6	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	7100	2022	5	Unmatched
Raw data OBJECTID 25024 BRKEY 25410 NBI No. 25410 On Under 1 Structure No. 7274 0100 X Control No. 074 Lane Ind. Milepoint 01000 Facility Carried S.H. 67 Feature Intersected CREEK Division 08 County 143 Location 1.0 MI.E CREEK CO LINE Sufficiency 70 Kind Hwy 3 Level Service 1 Route No. 00067 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 48.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1994 ADT Total 7100 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 1 No. Lanes 6 Fill RCB FG Appr. Roadway Width 49.213 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 27.961703 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 25410 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 3-10ft.X6ft.X897ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7274 0100 X H Index 96.6881 Latitude 35:56:38.52 Longitude -96:00:45.78 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 67 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25410 Vault Link http://plansrv1/bridgemaintvault/b25410 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.94403333 Longitude DD -96.01271667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 25024 x -10688086.7293832 y 4292923.17467655
25119	5306 0560 X	25119	Nowata	U.S. 169	UP R.R. UNDER	5306 0560 X	3-85ft. TYPE 4 PC BEAMS 40ft. CL/RDWY SK45 DEG. LT/FWD	1997	36.675625	-95.6404	255	42.001	—	3	45	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4700	2022	4	Unmatched
Raw data OBJECTID 24982 BRKEY 25119 NBI No. 25119 On Under 1 Structure No. 5306 0560 X Control No. 006 Lane Ind. Milepoint 05600 Facility Carried U.S. 169 Feature Intersected UP R.R. UNDER Division 08 County 105 Location 5.6 MI N ROGERS CO Sufficiency 84.6 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1997 ADT Total 4700 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. R Underclearance Right 32.001 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 255 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93 HS Inv. Rating Method 1 HS Inv. Method 47 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7520 Future ADT Year 2042 Bypass Detour 54.059293 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 25119 ODOT County 53 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-85ft. TYPE 4 PC BEAMS 40ft. CL/RDWY SK45 DEG. LT/FWD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5306 0560 X H Index 99.6111 Latitude 36:40:32.25 Longitude -95:38:25.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25119 Vault Link http://plansrv1/bridgemaintvault/b25119 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 36.675625 Longitude DD -95.6404 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24982 x -10646640.627265 y 4393989.02662671
25109	0408 2408 X	25109	Beaver	U.S. 83	SHARP CREEK	0408 2408 X	3-13ft.X13ft.X 187.7ft. RC	1997	36.82983333	-100.86436389	41.01	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3500	2022	5	Unmatched
Raw data OBJECTID 24954 BRKEY 25109 NBI No. 25109 On Under 1 Structure No. 0408 2408 X Control No. 008 Lane Ind. Milepoint 24080 Facility Carried U.S. 83 Feature Intersected SHARP CREEK Division 06 County 007 Location 2.2 MI. S. JCT. US-64 Sufficiency 84.3 Kind Hwy 2 Level Service 1 Route No. 00083 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1997 ADT Total 3500 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 1 No. Lanes 2 Fill RCB 18 Appr. Roadway Width 40 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. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.966 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 60.273005 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 25109 ODOT County 04 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-13ft.X13ft.X 187.7ft. RC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0408 2408 X H Index 92.38 Latitude 36:49:47.4 Longitude -100:51:51.71 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 83 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25109 Vault Link http://plansrv1/bridgemaintvault/b25109 GIS FO/SD Meets Standards H Inv. Method 23.038 Latitude DD 36.82983333 Longitude DD -100.86436389 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24954 x -11228169.6274222 y 4415414.21562018
25393	4112 1322 X	25393	Lincoln	SLWC R.R.	S.H. 18 UNDER	4112 1322 X	17M-22M-17M GIRDER &	1998	35.69203333	-96.88361944	184.055	19.701	—	3	0	2	38.75	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	07 - Major Collector (Rural)	H	2400	2022	5	Unmatched
Raw data OBJECTID 24953 BRKEY 25393 NBI No. 25393 On Under 2 Structure No. 4112 1322 X Control No. 012 Lane Ind. Milepoint 13220 Facility Carried SLWC R.R. Feature Intersected S.H. 18 UNDER Division 03 County 081 Location 13.3 MI N JCT US 62 Sufficiency -2 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 2 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 38.75 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1998 ADT Total 2400 ADT Year 2022 Design Load Railroad Skew 0 No. Main Spans 3 Road Width 38.75 Ref. Underclearance Rt. H Underclearance Right 7.7 Underclearance Left 7.7 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.75 Span Type Main M Material 3 - Steel Design 03 Length 184.055 Deck Width 19.701 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment _ HS Operating Rating Method ! HS Operating Rating 59.55 HS Inv. Rating Method ! HS Inv. Method 59.525 H Operating Rating ! H Inv. Rating Method ! Future ADT 3840 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 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 25393 ODOT County 41 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 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 17M-22M-17M GIRDER & Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4112 1322 X H Index -1 Latitude 35:41:31.32 Longitude -96:53:01.03 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name S.H. 18 UNDER Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25393 Vault Link http://plansrv1/bridgemaintvault/b25393 GIS FO/SD Meets Standards H Inv. Method 59.525 Latitude DD 35.69203333 Longitude DD -96.88361944 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 24953 x -10785035.1822701 y 4258327.95798941
25392	2508 1474 X	25392	Garvin	S.H. 19	BEEF CREEK	2508 1474 X	3-47ft. PCB SPANS	1999	34.81719444	-97.41365556	141.119	42.159	—	3	45	2	40.2	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3800	2022	4	Unmatched
Raw data OBJECTID 24952 BRKEY 25392 NBI No. 25392 On Under 1 Structure No. 2508 1474 X Control No. 008 Lane Ind. Milepoint 14740 Facility Carried S.H. 19 Feature Intersected BEEF CREEK Division 03 County 049 Location WEST EDGE MAYSVILLE Sufficiency 84.9 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.2 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 1999 ADT Total 3800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 40.2 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.201 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 141.119 Deck Width 42.159 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 32.932673 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 25392 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-47ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2508 1474 X H Index 99.0054 Latitude 34:49:01.9 Longitude -97:24:49.16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25392 Vault Link http://plansrv1/bridgemaintvault/b25392 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 34.81719444 Longitude DD -97.41365556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 24952 x -10844038.5332505 y 4139066.26515503
25391	6412 0650 X	25391	Pushmataha	S.H. 3	CREEK	6412 0650 X	(2) 10ft. X 5ft. X 148ft. LONG RCB	2001	34.23587222	-95.66760278	22.999	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.8	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	3300	2022	4	Unmatched
Raw data OBJECTID 24951 BRKEY 25391 NBI No. 25391 On Under 1 Structure No. 6412 0650 X Control No. 012 Lane Ind. Milepoint 06500 Facility Carried S.H. 3 Feature Intersected CREEK Division 02 County 127 Location 6.50 E ATOKA C/L Sufficiency 81.8 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.799 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 2001 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 55.801 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5280 Future ADT Year 2042 Bypass Detour 0.621371 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 25391 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 5ft. X 148ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6412 0650 X H Index 98.7737 Latitude 34:14:09.14 Longitude -95:40:03.37 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 050 NBI Text 25391 Vault Link http://plansrv1/bridgemaintvault/b25391 GIS FO/SD Meets Standards H Inv. Method 35.99 Latitude DD 34.23587222 Longitude DD -95.66760278 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24951 x -10649668.8268828 y 4060518.04667975
25390	6412 0620 X	25390	Pushmataha	S.H. 3	CREEK	6412 0620 X	(2) 10ft. X 5ft. X 180ft. LONG RCB	2001	34.23588611	-95.67197222	22.999	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.8	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	3300	2022	4	Unmatched
Raw data OBJECTID 24950 BRKEY 25390 NBI No. 25390 On Under 1 Structure No. 6412 0620 X Control No. 012 Lane Ind. Milepoint 06200 Facility Carried S.H. 3 Feature Intersected CREEK Division 02 County 127 Location 6.02 E ATOKA C/L Sufficiency 81.8 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 55.801 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 2001 ADT Total 3300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 55.801 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.5 HS Inv. Rating Method 3 HS Inv. Method 43.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5280 Future ADT Year 2042 Bypass Detour 0.621371 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 25390 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 5ft. X 180ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6412 0620 X H Index 99.0833 Latitude 34:14:09.19 Longitude -95:40:19.1 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 048 NBI Text 25390 Vault Link http://plansrv1/bridgemaintvault/b25390 GIS FO/SD Meets Standards H Inv. Method 43.5 Latitude DD 34.23588611 Longitude DD -95.67197222 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24950 x -10650155.2307186 y 4060519.91697678
25389	6412 0497SX	25389	Pushmataha	S.H. 3	COFFEE CREEK	6412 0497 X	48.5ft. - 46ft. - 48.5ft. PC BEAM SK 30°	2001	34.23598889	-95.69354722	142.999	46.949	—	3	30	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1650	2022	4	Unmatched
Raw data OBJECTID 24949 BRKEY 25389 NBI No. 25389 On Under 1 Structure No. 6412 0497SX Control No. 012 Lane Ind. S Milepoint 04970 Facility Carried S.H. 3 Feature Intersected COFFEE CREEK Division 02 County 127 Location 4.97 E ATOKA C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 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 02 - Principal Arterial Other (Rural) Year Built 2001 ADT Total 1650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 42.7 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 142.999 Deck Width 46.949 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53 HS Inv. Rating Method 3 HS Inv. Method 37.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2640 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 25389 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description 48.5ft. - 46ft. - 48.5ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6412 0497 X H Index 100 Latitude 34:14:09.56 Longitude -95:41:36.77 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 4 Local Bridge ID 046S NBI Text 25389 Vault Link http://plansrv1/bridgemaintvault/b25389 GIS FO/SD Meets Standards H Inv. Method 37.1 Latitude DD 34.23598889 Longitude DD -95.69354722 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24949 x -10652556.9487325 y 4060533.75637648
25388	6412 0180 X	25388	Pushmataha	S.H. 3	CREEK	6412 0180 X	(2) 10ft. X 8ft. X 116ft. LONG RCB	2001	34.23961111	-95.74673056	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3300	2022	4	Unmatched
Raw data OBJECTID 24948 BRKEY 25388 NBI No. 25388 On Under 1 Structure No. 6412 0180 X Control No. 012 Lane Ind. Milepoint 01800 Facility Carried S.H. 3 Feature Intersected CREEK Division 02 County 127 Location 1.80 E ATOKA C/L Sufficiency 79.6 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 65.6 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 2001 ADT Total 3300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 65.6 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5280 Future ADT Year 2042 Bypass Detour 82.020997 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 25388 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 8ft. X 116ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6412 0180 X H Index 98.8622 Latitude 34:14:22.6 Longitude -95:44:48.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 045 NBI Text 25388 Vault Link http://plansrv1/bridgemaintvault/b25388 GIS FO/SD Meets Standards H Inv. Method 35.99 Latitude DD 34.23961111 Longitude DD -95.74673056 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24948 x -10658477.29106 y 4061021.50165175
25204	2022 0478 X	25204	Custer	S.H. 34	QUARTER MASTER CREEK	2022 0478 X	55ft.-65ft.-65ft.-75ft. P/S CONC. BEAM SPANS	1997	35.70260833	-99.35788611	262.139	42.001	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1300	2022	4	Unmatched
Raw data OBJECTID 24941 BRKEY 25204 NBI No. 25204 On Under 1 Structure No. 2022 0478 X Control No. 022 Lane Ind. Milepoint 04780 Facility Carried S.H. 34 Feature Intersected QUARTER MASTER CREEK Division 05 County 039 Location 4.7 MI N JCT S.H. 33 Sufficiency 95.1 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1997 ADT Total 1300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 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 262.139 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 47.22421 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 25204 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft.-65ft.-65ft.-75ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2022 0478 X H Index 99.426 Latitude 35:42:09.39 Longitude -99:21:28.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25204 Vault Link http://plansrv1/bridgemaintvault/b25204 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.70260833 Longitude DD -99.35788611 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24941 x -11060469.2880613 y 4259777.51832069
25448	0408 0680 X	25448	Beaver	U.S. 83	CREEK	0408 0680 X	3-13ft.X 10ft.X 117.5ft. R.C. BOX	1999	36.58689444	-100.82829444	41.01	99.99	—	3	0	2	99.99	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2700	2022	5	Unmatched
Raw data OBJECTID 24906 BRKEY 25448 NBI No. 25448 On Under 1 Structure No. 0408 0680 X Control No. 008 Lane Ind. Milepoint 06800 Facility Carried U.S. 83 Feature Intersected CREEK Division 06 County 007 Location 7.0 MI.N. TEXAS ST.L Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00083 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1999 ADT Total 2700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 99.99 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.01 Deck Width 99.99 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.966 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 25448 ODOT County 04 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 3-13ft.X 10ft.X 117.5ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0408 0680 X H Index 94.2973 Latitude 36:35:12.82 Longitude -100:49:41.86 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 83 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25448 Vault Link http://plansrv1/bridgemaintvault/b25448 GIS FO/SD Meets Standards H Inv. Method 23.038 Latitude DD 36.58689444 Longitude DD -100.82829444 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24906 x -11224154.3946151 y 4381680.56493082
25190	7036 0039 X	25190	Texas	S.H. 136	BIG GOFF CREEK	7036 0039 X	4-98ft. PC BEAM SPANS	2001	36.75209722	-101.493075	395	42	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.3	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 24891 BRKEY 25190 NBI No. 25190 On Under 1 Structure No. 7036 0039 X Control No. 036 Lane Ind. Milepoint 00390 Facility Carried S.H. 136 Feature Intersected BIG GOFF CREEK Division 06 County 139 Location 0.2 MI N JCT US 64 Sufficiency 93.3 Kind Hwy 3 Level Service 1 Route No. 00136 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2001 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 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 395 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 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65.3 HS Inv. Rating Method 3 HS Inv. Method 47.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1920 Future ADT Year 2042 Bypass Detour 64.001232 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 25190 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-98ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7036 0039 X H Index 96.3273 Latitude 36:45:07.55 Longitude -101:29:35.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 136 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 25190 Vault Link http://plansrv1/bridgemaintvault/b25190 GIS FO/SD Meets Standards H Inv. Method 47.1 Latitude DD 36.75209722 Longitude DD -101.493075 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 24891 x -11298157.4280435 y 4404608.43814868
25471	0624 1350 X	25471	Blaine	S.H. 51 A	CREEK	0624 1350 X	3-13ft.X12ft.X190ft. RDY. R.C.B., SK. 20 DEG. R.F.	1999	36.04836667	-98.47430278	43.963	192.001	—	3	20	2	190	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	840	2022	5	Unmatched
Raw data OBJECTID 24887 BRKEY 25471 NBI No. 25471 On Under 1 Structure No. 0624 1350 X Control No. 024 Lane Ind. Milepoint 13500 Facility Carried S.H. 51 A Feature Intersected CREEK Division 05 County 011 Location 1.5 MI S JCT S.H. 51 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 0051A Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1999 ADT Total 840 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 190 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 23 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 43.963 Deck Width 192.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1344 Future ADT Year 2042 Bypass Detour 18.000001 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 25471 ODOT County 06 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 3-13ft.X12ft.X190ft. RDY. R.C.B., SK. 20 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0624 1350 X H Index 95.38 Latitude 36:02:54.12 Longitude -98:28:27.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51A Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25471 Vault Link http://plansrv1/bridgemaintvault/b25471 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.04836667 Longitude DD -98.47430278 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24887 x -10962109.2416922 y 4307278.59373842
25373	0952 0249SX	25373	Canadian	U.S. 281 SPUR	CANYON VIEW CREEK	0952 0249SX	3-20M P.C. BEAM SPANS W/ SLOPED FACE PARAPETS	2001	35.54821667	-98.265425	198.481	40.4	—	3	0	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Fair (5)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1850	2022	5	Unmatched
Raw data OBJECTID 24879 BRKEY 25373 NBI No. 25373 On Under 1 Structure No. 0952 0249SX Control No. 052 Lane Ind. S Milepoint 02490 Facility Carried U.S. 281 SPUR Feature Intersected CANYON VIEW CREEK Division 04 County 017 Location 2.6 MI. E. JCT. US281 Sufficiency 87.7 Kind Hwy 2 Level Service 4 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.402 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 2001 ADT Total 1850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.402 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 198.481 Deck Width 40.4 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 9 Sub Rating 8 Chan. Rating 7 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 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 25373 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-20M P.C. BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0952 0249SX H Index 96.4478 Latitude 35:32:53.58 Longitude -98:15:55.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 SPUR Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 4 - Spur Historical Significance 5 Local Bridge ID NBI Text 25373 Vault Link http://plansrv1/bridgemaintvault/b25373 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.54821667 Longitude DD -98.265425 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24879 x -10938857.0735846 y 4238633.43234621
25372	0952 0249NX	25372	Canadian	U.S. 281 SPUR	CANYON VIEW CREEK	0952 0249NX	3-20M PC BEAM SPANS W/ SLOPED FACE PARAPETS	2001	35.54855556	-98.26526389	198.481	40.4	—	3	0	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Fair (5)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1850	2022	5	Unmatched
Raw data OBJECTID 24878 BRKEY 25372 NBI No. 25372 On Under 1 Structure No. 0952 0249NX Control No. 052 Lane Ind. N Milepoint 02490 Facility Carried U.S. 281 SPUR Feature Intersected CANYON VIEW CREEK Division 04 County 017 Location 2.6 MI. E. JCT. US281 Sufficiency 87.7 Kind Hwy 2 Level Service 4 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.402 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 2001 ADT Total 1850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.402 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 198.481 Deck Width 40.4 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 9 Sub Rating 8 Chan. Rating 7 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 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 25372 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-20M PC BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0952 0249NX H Index 96.4134 Latitude 35:32:54.8 Longitude -98:15:54.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 SPUR Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 4 - Spur Historical Significance 5 Local Bridge ID NBI Text 25372 Vault Link http://plansrv1/bridgemaintvault/b25372 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.54855556 Longitude DD -98.26526389 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24878 x -10938839.1389014 y 4238679.79900197
25277	2022 0202 X	25277	Custer	S.H. 34	WASHITA RIVER	2022 0202 X	3-60ft. P/S CONC. BEAM SPANS	1997	35.66828333	-99.37679722	182.087	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1600	2022	4	Unmatched
Raw data OBJECTID 24870 BRKEY 25277 NBI No. 25277 On Under 1 Structure No. 2022 0202 X Control No. 022 Lane Ind. Milepoint 02020 Facility Carried S.H. 34 Feature Intersected WASHITA RIVER Division 05 County 039 Location 1.9 MI N JCT S.H. 33 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1997 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.087 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 47.22421 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 25277 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2022 0202 X H Index 98.9041 Latitude 35:40:05.82 Longitude -99:22:36.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25277 Vault Link http://plansrv1/bridgemaintvault/b25277 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.66828333 Longitude DD -99.37679722 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24870 x -11062574.4631968 y 4255073.14456526
25368	7314 0535NX	25368	Wagoner	S.H. 51	GAR CREEK	7314 0535NX	14M-22M-14M PC BM SPANS WITH SLOPED FACE PARAPETS	2001	35.952042	-95.557125	163.999	41.001	—	3	0	2	40.899	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	5050	2022	5	Unmatched
Raw data OBJECTID 24856 BRKEY 25368 NBI No. 25368 On Under 1 Structure No. 7314 0535NX Control No. 014 Lane Ind. N Milepoint 05350 Facility Carried S.H. 51 Feature Intersected GAR CREEK Division 01 County 145 Location 5.4 MI E JCT SH-72 Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2001 ADT Total 5050 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40.899 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 163.999 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69.4 HS Inv. Rating Method 1 HS Inv. Method 41.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8080 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 N Max Measured Clearance N Min Measured Clearance N NBI Rating 25368 ODOT County 73 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 14M-22M-14M PC BM SPANS WITH SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7314 0535NX H Index 97.5121 Latitude 35:57:07.35 Longitude -95:33:25.65 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 25368 Vault Link http://plansrv1/bridgemaintvault/b25368 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.952042 Longitude DD -95.557125 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24856 x -10637370.4966692 y 4294024.43014288
25365	2714 1266 X	25365	Grant	S.H. 11	DEER CREEK	2714 1266 X	3-72.2ft. P.C.BEAM SPANS SK.30 DEG. RF W/ TR-3 TRAFFIC RAILS	1999	36.81067778	-97.5034	220.177	41.601	—	3	30	2	39.367	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.5	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1300	2022	4	Unmatched
Raw data OBJECTID 24853 BRKEY 25365 NBI No. 25365 On Under 1 Structure No. 2714 1266 X Control No. 014 Lane Ind. Milepoint 12660 Facility Carried S.H. 11 Feature Intersected DEER CREEK Division 04 County 053 Location 2.7 MI E JCT SH 74 Sufficiency 95.5 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.367 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 1999 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 39.367 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 29.997 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220.177 Deck Width 41.601 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 44.117354 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 25365 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-72.2ft. P.C.BEAM SPANS SK.30 DEG. RF W/ TR-3 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2714 1266 X H Index 97.9074 Latitude 36:48:38.44 Longitude -97:30:12.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 25365 Vault Link http://plansrv1/bridgemaintvault/b25365 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.81067778 Longitude DD -97.5034 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24853 x -10854028.8386129 y 4412750.4629463
25364	4504 1045NX	25364	McCurtain	U.S. 70	COON CREEK	4504 1045NX	(3) 50ft. PC BEAM	1995	34.03818056	-94.69961389	152.001	41.001	—	3	0	2	36.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.3	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2750	2022	5	Unmatched
Raw data OBJECTID 24852 BRKEY 25364 NBI No. 25364 On Under 1 Structure No. 4504 1045NX Control No. 004 Lane Ind. N Milepoint 10450 Facility Carried U.S. 70 Feature Intersected COON CREEK Division 02 County 089 Location 2.5 E JCT US-259 Sufficiency 94.3 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 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 1995 ADT Total 2750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 36.001 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 152.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 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 25364 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 2.5 Rt. Curb SW 2.5 Description (3) 50ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4504 1045NX H Index 100 Latitude 34:02:17.45 Longitude -94:41:58.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19 NBI Text 25364 Vault Link http://plansrv1/bridgemaintvault/b25364 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.03818056 Longitude DD -94.69961389 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 24852 x -10541912.7965544 y 4033929.8954024
25276	2022 0181 X	25276	Custer	S.H. 34	WASHITA RIVER O'FLOW	2022 0181 X	5-72ft., 2-40ft. I-BEAM SPANS	1997	35.665331	-99.376806	440.945	42.001	—	7	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 24851 BRKEY 25276 NBI No. 25276 On Under 1 Structure No. 2022 0181 X Control No. 022 Lane Ind. Milepoint 01810 Facility Carried S.H. 34 Feature Intersected WASHITA RIVER O'FLOW Division 05 County 039 Location 1.8 MI N JCT S.H. 33 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1997 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 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 3 - Steel Design 02 Length 440.945 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 60 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 47.22421 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 25276 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-72ft., 2-40ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2022 0181 X H Index 84.5465 Latitude 35:39:55.19 Longitude -99:22:36.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 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 25276 Vault Link http://plansrv1/bridgemaintvault/b25276 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 35.665331 Longitude DD -99.376806 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24851 x -11062575.4405819 y 4254668.61084418
25273	2508 1022 X	25273	Garvin	S.H. 19	DEEP CREEK	2508 1022 X	3 18M P.C.BEAM SPANS W/ 12M CLR.RDY. & TR-3 SK 25 DEG.	1999	34.820692	-97.493244	180.472	41.535	—	3	25	2	39.37	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3800	2022	5	Unmatched
Raw data OBJECTID 24848 BRKEY 25273 NBI No. 25273 On Under 1 Structure No. 2508 1022 X Control No. 008 Lane Ind. Milepoint 10220 Facility Carried S.H. 19 Feature Intersected DEEP CREEK Division 03 County 049 Location 10.9 MI E GRADY C/L Sufficiency 87.9 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.37 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 1999 ADT Total 3800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 No. Main Spans 3 Road Width 39.37 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 180.472 Deck Width 41.535 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 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 37.903642 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 25273 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 18M P.C.BEAM SPANS W/ 12M CLR.RDY. & TR-3 SK 25 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2508 1022 X H Index 90.8264 Latitude 34:49:14.49 Longitude -97:29:35.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 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 25273 Vault Link http://plansrv1/bridgemaintvault/b25273 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.820692 Longitude DD -97.493244 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 24848 x -10852898.2778644 y 4139540.52257746
25272	2508 0551 X	25272	Garvin	S.H. 19	WASHITA RIVER	2508 0551 X	147.64ft.-196.85ft.-147.	1999	34.83112778	-97.57438333	495	42	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.6	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4300	2022	5	Unmatched
Raw data OBJECTID 24847 BRKEY 25272 NBI No. 25272 On Under 1 Structure No. 2508 0551 X Control No. 008 Lane Ind. Milepoint 05510 Facility Carried S.H. 19 Feature Intersected WASHITA RIVER Division 03 County 049 Location 5.6 MI E GRADY C/L Sufficiency 87.6 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1999 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN 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 3 - Steel Design 02 Length 495 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 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 37.903642 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 25272 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 147.64ft.-196.85ft.-147. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2508 0551 X H Index 96.8129 Latitude 34:49:52.06 Longitude -97:34:27.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 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 25272 Vault Link http://plansrv1/bridgemaintvault/b25272 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.83112778 Longitude DD -97.57438333 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 24847 x -10861930.6667633 y 4140955.69908756
25271	2022 0162 X	25271	Custer	S.H. 34	WASHITA RIVER O'FLOW	2022 0162 X	10-37ft. I-BEAM SPANS	1997	35.662506	-99.376811	370.079	42.001	—	10	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 24846 BRKEY 25271 NBI No. 25271 On Under 1 Structure No. 2022 0162 X Control No. 022 Lane Ind. Milepoint 01620 Facility Carried S.H. 34 Feature Intersected WASHITA RIVER O'FLOW Division 05 County 039 Location 1.6 MI N JCT S.H. 33 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1997 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 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 3 - Steel Design 02 Length 370.079 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 47.22421 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 25271 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 10-37ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2022 0162 X H Index 94.6558 Latitude 35:39:45.02 Longitude -99:22:36.52 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 34 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 25271 Vault Link http://plansrv1/bridgemaintvault/b25271 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.662506 Longitude DD -99.376811 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24846 x -11062575.9971794 y 4254281.53812066
25447	0408 0506 X	25447	Beaver	U.S. 83	CREEK	0408 0506 X	2-10ft.X4ft.X 88.5ft. R.C. BOX	1999	36.56181667	-100.82788056	20.997	88.5	—	2	0	2	86.5	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2800	2022	5	Unmatched
Raw data OBJECTID 24839 BRKEY 25447 NBI No. 25447 On Under 1 Structure No. 0408 0506 X Control No. 008 Lane Ind. Milepoint 05060 Facility Carried U.S. 83 Feature Intersected CREEK Division 06 County 007 Location 5.2 MI.N. TEXAS ST.L Sufficiency 95.8 Kind Hwy 2 Level Service 1 Route No. 00083 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86.5 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 1999 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 86.5 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 88.5 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.966 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 25447 ODOT County 04 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 2-10ft.X4ft.X 88.5ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0408 0506 X H Index 99.4344 Latitude 36:33:42.54 Longitude -100:49:40.37 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 83 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25447 Vault Link http://plansrv1/bridgemaintvault/b25447 GIS FO/SD Meets Standards H Inv. Method 23.038 Latitude DD 36.56181667 Longitude DD -100.82788056 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 24839 x -11224108.3217042 y 4378204.4108129