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
29052	3606 0008 X	29052	—	S.H. 156	SALT FORK OF ARKANSAS	-1	5-100ft. SPANS, TYPE IV PC BEAMS	2011	36.60703333	-97.13891389	501.667	42.333	—	5	0	2	40	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	07 - Major Collector (Rural)	B	930	2022	5	Unmatched
Raw data OBJECTID 28460 BRKEY 29052 NBI No. 29052 On Under 1 Structure No. 3606 0008 X Control No. 006 Lane Ind. Milepoint 00089 Facility Carried S.H. 156 Feature Intersected SALT FORK OF ARKANSAS Division 04 County 071 Location 1.1N OF NOBLE C/W Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00156 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 07 - Major Collector (Rural) Year Built 2011 ADT Total 930 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 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 501.667 Deck Width 42.333 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 6 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1488 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29052 ODOT County 36 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 5-100ft. SPANS, TYPE IV PC BEAMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.5492 Latitude 36:36:25 Longitude -97:08:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 156 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 29052 Vault Link http://plansrv1/bridgemaintvault/b29052 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 36.60703333 Longitude DD -97.13891389 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28460 x -10813454.4304464 y 4384472.93412345
28957	6512 1744 X	28957	—	S.H. 33	WHITE SHIELD CREEK	-1	2-20ft.X18ft.X84ft. RDY. RCB	2010	35.638725	-99.38397778	66.001	84.003	—	1	0	2	82.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	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	07 - Major Collector (Rural)	B	870	2022	5	Unmatched
Raw data OBJECTID 28453 BRKEY 28957 NBI No. 28957 On Under 1 Structure No. 6512 1744 X Control No. 012 Lane Ind. Milepoint 17440 Facility Carried S.H. 33 Feature Intersected WHITE SHIELD CREEK Division 05 County 129 Location 0.3 W. JCT. S.H. 34 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2010 ADT Total 870 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 82.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 27.001 Span Type Main M Material 1 - Concrete Design 19 Length 66.001 Deck Width 84.003 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 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1392 Future ADT Year 2042 Bypass Detour 31 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28957 ODOT County 65 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description 2-20ft.X18ft.X84ft. RDY. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 97.69 Latitude 35:38:19.41 Longitude -99:23:02.32 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28957 Vault Link http://plansrv1/bridgemaintvault/b28957 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 35.638725 Longitude DD -99.38397778 ODOT County Number 65 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28453 x -11063373.7994796 y 4251023.68206264
28956	1002 1422SX	28956	—	U.S. 70 EB	COTTONWOOD CREEK	-1	65ft.-80ft.-65ft.P.C. BM SPANS 38.0 CL. RDY. W/TR4 RAIL SKEW 33.5 DEG. LT. FWD.	2010	34.172775	-97.31448889	213.54	40.161	—	3	34	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	06 - Minor Arterial (Rural)	C	4050	2022	5	Unmatched
Raw data OBJECTID 28452 BRKEY 28956 NBI No. 28956 On Under 1 Structure No. 1002 1422SX Control No. 002 Lane Ind. S Milepoint 14220 Facility Carried U.S. 70 EB Feature Intersected COTTONWOOD CREEK Division 07 County 019 Location 14.2E JEFFERSON C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2010 ADT Total 4050 ADT Year 2022 Design Load NO VALUE GIVEN Skew 34 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 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 213.54 Deck Width 40.161 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6480 Future ADT Year 2042 Bypass Detour 0.1 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 28956 ODOT County 10 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 65ft.-80ft.-65ft.P.C. BM SPANS 38.0 CL. RDY. W/TR4 RAIL SKEW 33.5 DEG. LT. FWD. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.5595 Latitude 34:10:21.99 Longitude -97:18:52.16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 008 NBI Text 28956 Vault Link http://plansrv1/bridgemaintvault/b28956 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 34.172775 Longitude DD -97.31448889 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28452 x -10832999.3500425 y 4052025.14822124
28955	1618 1100NX	28955	—	S.H. 7 WB	BEAVER CREEK	-1	3-100ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/F-SHAPED PARAPET	2009	34.59413889	-98.18386111	300	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)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3950	2022	5	Unmatched
Raw data OBJECTID 28451 BRKEY 28955 NBI No. 28955 On Under 1 Structure No. 1618 1100NX Control No. 018 Lane Ind. N Milepoint 11000 Facility Carried S.H. 7 WB Feature Intersected BEAVER CREEK Division 07 County 031 Location 1.6E OF JCT. S.H. 65 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 3950 ADT Year 2022 Design Load NO VALUE GIVEN 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 300 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 6 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 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28955 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/F-SHAPED PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8181 Latitude 34:35:38.9 Longitude -98:11:01.9 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 058 NBI Text 28955 Vault Link http://plansrv1/bridgemaintvault/b28955 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 34.59413889 Longitude DD -98.18386111 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28451 x -10929777.4228827 y 4108862.11548081
27844	7280 1070NXR	27844	—	S.H. 51 RAMP	CREEK	7280 1070NXR	2-10ft. X 6ft. X 84ft. RCB SK 30 DEG I END ONLY	1997	36.08021944	-95.81426389	22.999	0	—	2	30	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	23000	2022	5	Unmatched
Raw data OBJECTID 28434 BRKEY 27844 NBI No. 27844 On Under 1 Structure No. 7280 1070NXR Control No. 080 Lane Ind. N Milepoint 10700 Facility Carried S.H. 51 RAMP Feature Intersected CREEK Division 08 County 143 Location 2.8 MI E US-169 Sufficiency 96.8 Kind Hwy 3 Level Service 7 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1997 ADT Total 23000 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 1 Fill RCB 5 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 36800 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27844 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 6ft. X 84ft. RCB SK 30 DEG I END ONLY Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7280 1070NXR H Index 98.6193 Latitude 36:04:48.79 Longitude -95:48:51.35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 RAMP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 27844 Vault Link http://plansrv1/bridgemaintvault/b27844 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.08021944 Longitude DD -95.81426389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 28434 x -10665995.0669671 y 4311665.06481218
28033	4455 0040 X	28033	—	S.H. 24	FINN CREEK	4455F0040 X	50ft.-60ft.-50ft. TYPE II PC BEAM SPANS, 32ft. CLR.RDY. W/ TR-4 RAILS	2006	34.91779722	-97.45915278	161.499	32.001	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	170	2022	5	Unmatched
Raw data OBJECTID 28424 BRKEY 28033 NBI No. 28033 On Under 1 Structure No. 4455 0040 X Control No. 055 Lane Ind. Milepoint 00400 Facility Carried S.H. 24 Feature Intersected FINN CREEK Division 03 County 087 Location 7.4W JCT S.H. 74 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00024 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2006 ADT Total 170 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 161.499 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 272 Future ADT Year 2042 Bypass Detour 27.99993 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 28033 ODOT County 44 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 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. TYPE II PC BEAM SPANS, 32ft. CLR.RDY. W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4455F0040 X H Index 99.8602 Latitude 34:55:04.07 Longitude -97:27:32.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 24 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 28033 Vault Link http://plansrv1/bridgemaintvault/b28033 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.91779722 Longitude DD -97.45915278 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28424 x -10849103.2606134 y 4152715.71820637
28032	6926 0179 X	28032	—	BOIS D' ARC AVE.	S.H. 7 (DUNCAN BYPAS UND	6926F0170 X	39ft.-90ft.-90ft.-39ft. ROLLED BEAMS, W/ 66ft. CLR.RDY.	2010	34.49245	-97.995311	257.999	76.699	—	4	0	5	63.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	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	500	2022	5	Unmatched
Raw data OBJECTID 28423 BRKEY 28032 NBI No. 28032 On Under 1 Structure No. 6926 0179 X Control No. Lane Ind. Milepoint Facility Carried BOIS D' ARC AVE. Feature Intersected S.H. 7 (DUNCAN BYPAS UND Division 07 County 137 Location 1.8W JCT U.S. 81 Sufficiency 93.7 Kind Hwy 5 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 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 2010 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 3.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 02 Length 257.999 Deck Width 76.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 46.3 HS Inv. Rating Method 3 HS Inv. Method 35.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 8 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 1805 Min Measured Clearance 1704 NBI Rating 28032 ODOT County 69 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.001 Rt. Curb SW 10.801 Description 39ft.-90ft.-90ft.-39ft. ROLLED BEAMS, W/ 66ft. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6926F0170 X H Index 99.8252 Latitude 34:29:32.82 Longitude -97:59:43.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name BOIS D'ARC AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 71 NBI Text 28032 Vault Link http://plansrv1/bridgemaintvault/b28032 GIS FO/SD FO H Inv. Method 35.6 Latitude DD 34.49245 Longitude DD -97.995311 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 28423 x -10908788.1206485 y 4095119.2644545
27936	5569 0750 X	27936	—	I-40 / UP R.R.	CREEK	5569F0750 X	(3)-12ft. X 12ft. X 457ft. RCB	2010	35.459969	-97.539344	37.999	0	—	3	0	10	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	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	11 - Principal Arterial Interstate (Rural)	A	112200	2022	5	Unmatched
Raw data OBJECTID 28420 BRKEY 27936 NBI No. 27936 On Under 1 Structure No. 5569 0750 X Control No. 069 Lane Ind. Milepoint 07500 Facility Carried I-40 / UP R.R. Feature Intersected CREEK Division 04 County 109 Location .5E OF PENN AVE Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 4 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 80 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 2010 ADT Total 112200 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 10 Fill RCB 8 Appr. Roadway Width 160 Span Type Main M Material 1 - Concrete Design 19 Length 37.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 99.869 HS Inv. Rating Method 3 HS Inv. Method 99.759 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 179520 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27936 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3)-12ft. X 12ft. X 457ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0750 X H Index 100 Latitude 35:27:35.89 Longitude -97:32:21.64 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27936 Vault Link http://plansrv1/bridgemaintvault/b27936 GIS FO/SD Meets Standards H Inv. Method 99.649 Latitude DD 35.459969 Longitude DD -97.539344 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28420 x -10858030.1063899 y 4226566.1175454
27839	3106 1220 X	27839	—	S.H. 9	EMACHAYA CREEK	3106F1220 X	(3) 90ft. PC BEAM SK 30°	2006	35.24795278	-95.25164722	273.999	42.201	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2700	2022	5	Unmatched
Raw data OBJECTID 28412 BRKEY 27839 NBI No. 27839 On Under 1 Structure No. 3106 1220 X Control No. 006 Lane Ind. Milepoint 12200 Facility Carried S.H. 9 Feature Intersected EMACHAYA CREEK Division 01 County 061 Location 0.9 W JCT SH-2 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00009 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 2006 ADT Total 2700 ADT Year 2022 Design Load HS 20 Skew 30 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 273.999 Deck Width 42.201 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 94 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 23.999941 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 27839 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 90ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3106F1220 X H Index 99.059 Latitude 35:14:52.63 Longitude -95:15:05.93 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06-1220 NBI Text 27839 Vault Link http://plansrv1/bridgemaintvault/b27839 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.24795278 Longitude DD -95.25164722 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28412 x -10603364.8657509 y 4197628.19809837
27838	5706 1850 X	27838	—	U.S. 60	BUCK CREEK	5706F1850 X	60ft.-80ft.-60ft. PC BEAM SPANS W/ 40ft. CLR.RDY. , TR4 TRAFFIC RAILS	2007	36.75277222	-96.09034722	200.499	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)	96.9	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	2800	2022	5	Unmatched
Raw data OBJECTID 28411 BRKEY 27838 NBI No. 27838 On Under 1 Structure No. 5706 1850 X Control No. 006 Lane Ind. Milepoint 18500 Facility Carried U.S. 60 Feature Intersected BUCK CREEK Division 08 County 113 Location 5W OF WASHINGTON C/L Sufficiency 96.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 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 2007 ADT Total 2800 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 200.499 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. 4 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 3 HS Operating Rating 47.1 HS Inv. Rating Method 3 HS Inv. Method 36.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4480 Future ADT Year 2042 Bypass Detour 14.899963 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 27838 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-80ft.-60ft. PC BEAM SPANS W/ 40ft. CLR.RDY. , TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5706F1850 X H Index 98.7299 Latitude 36:45:09.98 Longitude -96:05:25.25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 27838 Vault Link http://plansrv1/bridgemaintvault/b27838 GIS FO/SD Meets Standards H Inv. Method 36.2 Latitude DD 36.75277222 Longitude DD -96.09034722 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28411 x -10696728.5226792 y 4404702.2199686
27837	5706 1927 X	27837	—	U.S. 60	TURKEY CREEK W. BRANCH	5706F1927 X	100ft. TYPE IV PC BEAM SPAN W/ 40ft. CLR.RDY., TR4 TRAFFIC RAILS	2007	36.75281389	-96.07200556	100.499	42.001	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	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)	C	2800	2022	5	Unmatched
Raw data OBJECTID 28410 BRKEY 27837 NBI No. 27837 On Under 1 Structure No. 5706 1927 X Control No. 006 Lane Ind. Milepoint 19270 Facility Carried U.S. 60 Feature Intersected TURKEY CREEK W. BRANCH Division 08 County 113 Location 4.1MI.W OF WASH. C/L Sufficiency 96.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 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 2007 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 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 100.499 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. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.5 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4480 Future ADT Year 2042 Bypass Detour 14.899963 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 27837 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. TYPE IV PC BEAM SPAN W/ 40ft. CLR.RDY., TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5706F1927 X H Index 99.5974 Latitude 36:45:10.13 Longitude -96:04:19.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 27837 Vault Link http://plansrv1/bridgemaintvault/b27837 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.75281389 Longitude DD -96.07200556 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28410 x -10694686.7384277 y 4404708.00945998
27750	0954 0426 X	27750	—	S.H. 4 (MUSTANG RD	MUSTANG CREEK TRIB.	0954 0426 X	13ft.-17ft.-13ft. X 9ft. X 70ft. RCB X 52ft. CLR.RDY. W/ 3ft. ADDTft.L CURTAIN WALLS	1996	35.45324444	-97.72454444	45.098	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	17100	2022	5	Unmatched
Raw data OBJECTID 28409 BRKEY 27750 NBI No. 27750 On Under 1 Structure No. 0954 0426 X Control No. 054 Lane Ind. Milepoint 04260 Facility Carried S.H. 4 (MUSTANG RD Feature Intersected MUSTANG CREEK TRIB. Division 04 County 017 Location 4.2 MI N OF SH 152 Sufficiency 77.1 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 70 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1996 ADT Total 17100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 45.098 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 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 1 Future ADT 27360 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27750 ODOT County 09 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 13ft.-17ft.-13ft. X 9ft. X 70ft. RCB X 52ft. CLR.RDY. W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0954 0426 X H Index 98.5035 Latitude 35:27:11.68 Longitude -97:43:28.36 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 4 (MUSTANG RD Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27750 Vault Link http://plansrv1/bridgemaintvault/b27750 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.45324444 Longitude DD -97.72454444 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28409 x -10878646.5250654 y 4225647.11941861
27748	4124 0127 X	27748	—	S.H. 66 BUS.	CAPTAIN CREEK O'FLOW	4124 0127 X	4-30ft. SLAB SPANS X 32ft.-6ft. ft. CLR.RDY. W/ TR-4	2005	35.690714	-97.076281	118.799	34.8	—	4	0	2	32.598	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	580	2022	5	Unmatched
Raw data OBJECTID 28407 BRKEY 27748 NBI No. 27748 On Under 1 Structure No. 4124 0127 X Control No. 024 Lane Ind. Milepoint 01270 Facility Carried S.H. 66 BUS. Feature Intersected CAPTAIN CREEK O'FLOW Division 03 County 081 Location 1.2NE OF JCT SH66 Sufficiency 99.9 Kind Hwy 3 Level Service 6 Route No. 0066B 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 2005 ADT Total 580 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 32.598 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 01 Length 118.799 Deck Width 34.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 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 80 HS Inv. Rating Method 1 HS Inv. Method 48 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 928 Future ADT Year 2042 Bypass Detour 3.099915 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 27748 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 1 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-30ft. SLAB SPANS X 32ft.-6ft. ft. CLR.RDY. W/ TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4124 0127 X H Index 95.677 Latitude 35:41:26.57 Longitude -97:04:34.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66B Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 27748 Vault Link http://plansrv1/bridgemaintvault/b27748 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.690714 Longitude DD -97.076281 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28407 x -10806482.1690247 y 4258147.12528782
27747	3212 0844 X	27747	—	S.H. 9	LITTLE WEWOKA CREEK O'F	3212F0844 X	100ft. PC BEAM SPAN X 40ft. CLR.RDY. W/ TR-4	2006	35.23195278	-96.29281944	100.007	40	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 28406 BRKEY 27747 NBI No. 27747 On Under 1 Structure No. 3212 0844 X Control No. 012 Lane Ind. Milepoint 08440 Facility Carried S.H. 9 Feature Intersected LITTLE WEWOKA CREEK O'F Division 03 County 063 Location 8.5E OF SEMINOLE C/L Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00009 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 07 - Major Collector (Rural) Year Built 2006 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 98.999 Underclearance Left 98.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100.007 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. 1 Deck Rating 7 Super Rating 9 Sub Rating 7 Chan. Rating 9 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 88 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 29.199203 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27747 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 1 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 98.999 Rt. Curb SW 98.999 Description 100ft. PC BEAM SPAN X 40ft. CLR.RDY. W/ TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3212F0844 X H Index 98.2625 Latitude 35:13:55.03 Longitude -96:17:34.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27747 Vault Link http://plansrv1/bridgemaintvault/b27747 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.23195278 Longitude DD -96.29281944 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28406 x -10719267.6271094 y 4195447.44795858
27746	3212 0826 X	27746	—	S.H. 9	LITTLE WEWOKA CREEK	3212F0826 X	40ft.-60ft.-40ft. PC BEAM SPANS X 40ft.-9ft. ft. CLR.RDY., SK 30 DEG W/ TR-4	2006	35.23193889	-96.296025	146.001	41.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.2	Good (7)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 28405 BRKEY 27746 NBI No. 27746 On Under 1 Structure No. 3212 0826 X Control No. 012 Lane Ind. Milepoint 08260 Facility Carried S.H. 9 Feature Intersected LITTLE WEWOKA CREEK Division 03 County 063 Location 8.3E OF SEMINOLE C/L Sufficiency 96.2 Kind Hwy 3 Level Service 1 Route No. 00009 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 2006 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 146.001 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. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 9 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 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 29.199203 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 27746 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 1 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-60ft.-40ft. PC BEAM SPANS X 40ft.-9ft. ft. CLR.RDY., SK 30 DEG W/ TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3212F0826 X H Index 99.4378 Latitude 35:13:54.98 Longitude -96:17:45.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27746 Vault Link http://plansrv1/bridgemaintvault/b27746 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.23193889 Longitude DD -96.296025 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28405 x -10719624.4684163 y 4195445.55498175
28024	0108 0163 X	28024	—	U.S. 62	TYNER CREEK	0108F0163 X	65'-85'-65' TYPE IV P.C.B. SPANS, 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS	2009	35.96604167	-94.77005278	215.499	42.999	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1000	2022	5	Unmatched
Raw data OBJECTID 28399 BRKEY 28024 NBI No. 28024 On Under 1 Structure No. 0108 0163 X Control No. 008 Lane Ind. Milepoint 01630 Facility Carried U.S. 62 Feature Intersected TYNER CREEK Division 01 County 001 Location 1.6E OF CHEROKEE C/L Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2009 ADT Total 1000 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 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 215.499 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 60.2 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 0 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 28024 ODOT County 01 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 65'-85'-65' TYPE IV P.C.B. SPANS, 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0108F0163 X H Index 89.4369 Latitude 35:57:57.75 Longitude -94:46:12.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28024 NBI Text 28024 Vault Link http://plansrv1/bridgemaintvault/b28024 GIS FO/SD Meets Standards H Inv. Method 26.8 Latitude DD 35.96604167 Longitude DD -94.77005278 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28399 x -10549754.0179213 y 4295949.76368185
27928	6240 0755 X	27928	—	S.H. 99	MILL CREEK	6240F0755 X	120ft. TYPE J PCB SPAN, 40ft. CLR.RDY. SK 20 DEG. RF W/ TR4 TRAFFIC RAILS	2007	34.60970278	-96.63383056	121.001	45.02	—	1	20	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	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	2100	2022	5	Unmatched
Raw data OBJECTID 28395 BRKEY 27928 NBI No. 27928 On Under 1 Structure No. 6240 0755 X Control No. 040 Lane Ind. Milepoint 07550 Facility Carried S.H. 99 Feature Intersected MILL CREEK Division 03 County 123 Location S. END OF FITTSTOWN Sufficiency 92.7 Kind Hwy 3 Level Service 1 Route No. 00099 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 2007 ADT Total 2100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 1 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 121.001 Deck Width 45.02 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 61 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3360 Future ADT Year 2042 Bypass Detour 44.698776 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 27928 ODOT County 62 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 120ft. TYPE J PCB SPAN, 40ft. CLR.RDY. SK 20 DEG. RF W/ TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6240F0755 X H Index 90.9559 Latitude 34:36:34.93 Longitude -96:38:01.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 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 27928 Vault Link http://plansrv1/bridgemaintvault/b27928 GIS FO/SD Meets Standards H Inv. Method 46.9 Latitude DD 34.60970278 Longitude DD -96.63383056 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28395 x -10757228.8113427 y 4110966.99683168
27836	5706 1943 X	27836	—	U.S. 60	TURKEY CREEK	5706F1943 X	100ft. TYPE IV PC BEAM SPAN , 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS	2007	36.75280556	-96.06935278	102.001	42.001	—	1	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	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)	C	2800	2022	5	Unmatched
Raw data OBJECTID 28392 BRKEY 27836 NBI No. 27836 On Under 1 Structure No. 5706 1943 X Control No. 006 Lane Ind. Milepoint 19430 Facility Carried U.S. 60 Feature Intersected TURKEY CREEK Division 08 County 113 Location 3.9MI.W OF WASH. C/L Sufficiency 96.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 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 2007 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 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 102.001 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 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 61.6 HS Inv. Rating Method 3 HS Inv. Method 47.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4480 Future ADT Year 2042 Bypass Detour 14.899963 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 27836 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. TYPE IV PC BEAM SPAN , 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5706F1943 X H Index 99.2876 Latitude 36:45:10.1 Longitude -96:04:09.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 27836 Vault Link http://plansrv1/bridgemaintvault/b27836 GIS FO/SD Meets Standards H Inv. Method 47.4 Latitude DD 36.75280556 Longitude DD -96.06935278 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28392 x -10694391.432309 y 4404706.85211721
27835	1904 1340NX	27835	—	S.H. 66	LITTLE POLECAT CREEK	1904 1340NX	30ft.-50ft.-30ft. I-BM. SPANS	1954	35.93178611	-96.23271111	111.33	31.001	—	3	0	1	27.831	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 28391 BRKEY 27835 NBI No. 27835 On Under 1 Structure No. 1904 1340NX Control No. 004 Lane Ind. N Milepoint 13400 Facility Carried S.H. 66 Feature Intersected LITTLE POLECAT CREEK Division 08 County 037 Location 13.4 MI NE JCT SH 48 Sufficiency 93 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.831 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 1954 ADT Total 1800 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.831 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 43.963 Span Type Main M Material 3 - Steel Design 02 Length 111.33 Deck Width 31.001 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 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.9 HS Inv. Rating Method 1 HS Inv. Method 43.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 0.1 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 27835 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-50ft.-30ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1904 1340NX H Index 97.6191 Latitude 35:55:54.43 Longitude -96:13:57.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 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 27835 Vault Link http://plansrv1/bridgemaintvault/b27835 GIS FO/SD Meets Standards H Inv. Method 32.5 Latitude DD 35.93178611 Longitude DD -96.23271111 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28391 x -10712576.3984214 y 4291239.30087645
27831	0706 0646 X	27831	—	K R.R.	U.S. 70 UNDER	0706 0646 X	RAILROAD: 71ft. - 139ft. - 48ft. STEEL GIRDER	2002	33.99794444	-96.52167222	261.201	8.999	—	3	49	5	68.301	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Not applicable (N)	!	-2	Not applicable (N)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	02 - Principal Arterial Other (Rural)	H	8700	2022	5	Unmatched
Raw data OBJECTID 28387 BRKEY 27831 NBI No. 27831 On Under 2 Structure No. 0706 0646 X Control No. 006 Lane Ind. Milepoint 06460 Facility Carried K R.R. Feature Intersected U.S. 70 UNDER Division 02 County 013 Location 6.46 E MARSHALL C/L Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 88.799 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 8700 ADT Year 2022 Design Load Railroad Skew 49 No. Main Spans 3 Road Width 68.301 Ref. Underclearance Rt. H Underclearance Right 9.902 Underclearance Left 9.902 Deck Structure Type N No. Lanes 5 Fill RCB Appr. Roadway Width 68.301 Span Type Main M Material 3 - Steel Design 02 Length 261.201 Deck Width 8.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 13920 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1903 Min Measured Clearance 1608 NBI Rating 27831 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description RAILROAD: 71ft. - 139ft. - 48ft. STEEL GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0706 0646 X H Index -1 Latitude 33:59:52.6 Longitude -96:31:18.02 I257A _ I257B _ I257C _ I257D _ I257E _ I263 - Roadway Name U.S. 70 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 036 NBI Text 27831 Vault Link http://plansrv1/bridgemaintvault/b27831 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 33.99794444 Longitude DD -96.52167222 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28387 x -10744743.4020457 y 4028526.0179877
27924	4022 1036NX	27924	—	U.S. 271 WB	POTEAU RIVER	4022F1036NX	(3) 120ft. PC BEAM - 150ft. - 210ft. - 150ft. CONTINUOUS PLATE GIRDER	2010	35.27481111	-94.50066389	872.999	40	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4550	2022	5	Unmatched
Raw data OBJECTID 28374 BRKEY 27924 NBI No. 27924 On Under 1 Structure No. 4022 1036NX Control No. 022 Lane Ind. N Milepoint 10360 Facility Carried U.S. 271 WB Feature Intersected POTEAU RIVER Division 02 County 079 Location 10.36 E JCT US-59 Sufficiency 84 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 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 2010 ADT Total 4550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 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 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 872.999 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 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 50 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7280 Future ADT Year 2042 Bypass Detour 0.1 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 27924 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 120ft. PC BEAM - 150ft. - 210ft. - 150ft. CONTINUOUS PLATE GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4022F1036NX H Index 97.6574 Latitude 35:16:29.32 Longitude -94:30:02.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 271 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 091 NBI Text 27924 Vault Link http://plansrv1/bridgemaintvault/b27924 GIS FO/SD Meets Standards H Inv. Method 37 Latitude DD 35.27481111 Longitude DD -94.50066389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28374 x -10519765.7838611 y 4201289.87258663
27829	5569 0957NX	27829	—	I-40 WB	FUT. BRICKTOWN CANAL EXT	5569F0957NX	85ft. CONC. BOX GIRDER SPAN W/ 104.6ft. CLR. RDY. W/ CONC. PARAPETS	2007	35.46019444	-97.50481389	84.669	107.72	—	1	0	6	99.98	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	54000	2022	5	Unmatched
Raw data OBJECTID 28368 BRKEY 27829 NBI No. 27829 On Under 1 Structure No. 5569 0957NX Control No. 069 Lane Ind. N Milepoint 09570 Facility Carried I-40 WB Feature Intersected FUT. BRICKTOWN CANAL EXT Division 04 County 109 Location 9.6E OK. CO. C/L Sufficiency 97.6 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2007 ADT Total 54000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 99.98 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 99.98 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 84.669 Deck Width 107.72 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 9 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 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 86400 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27829 ODOT County 55 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 85ft. CONC. BOX GIRDER SPAN W/ 104.6ft. CLR. RDY. W/ CONC. PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0957NX H Index 97.9606 Latitude 35:27:36.7 Longitude -97:30:17.33 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 WB Scour 8 Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27829 Vault Link http://plansrv1/bridgemaintvault/b27829 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.46019444 Longitude DD -97.50481389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28368 x -10854186.2321277 y 4226596.92816895
27828	5569 0957SX	27828	—	I-40 EB	BRICKTOWN CANAL EXT	5569F0957SX	85ft. CONC. BOX GIRDER SPAN W/ 86.5ft. CLR.RDY. W/ CONC. PARAPETS	2007	35.45983889	-97.50433056	84.669	90.751	—	1	0	4	86.421	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	53650	2022	5	Unmatched
Raw data OBJECTID 28367 BRKEY 27828 NBI No. 27828 On Under 1 Structure No. 5569 0957SX Control No. 069 Lane Ind. S Milepoint 09570 Facility Carried I-40 EB Feature Intersected BRICKTOWN CANAL EXT Division 04 County 109 Location 9.6E OK. CO. C/L Sufficiency 97.6 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 86.421 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 2007 ADT Total 53650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 86.421 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 86.421 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 84.669 Deck Width 90.751 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 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 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 85840 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27828 ODOT County 55 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 85ft. CONC. BOX GIRDER SPAN W/ 86.5ft. CLR.RDY. W/ CONC. PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0957SX H Index 96.9598 Latitude 35:27:35.42 Longitude -97:30:15.59 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 EB Scour 8 Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27828 Vault Link http://plansrv1/bridgemaintvault/b27828 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.45983889 Longitude DD -97.50433056 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28367 x -10854132.4280782 y 4226548.33560177
27826	4006 1474 X	27826	—	U.S. 59	CREEK	4006 1474 X	(2) 10ft. X 7ft. X 118ft. RCB	1997	35.22649722	-94.67289444	22.999	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8600	2022	4	Unmatched
Raw data OBJECTID 28365 BRKEY 27826 NBI No. 27826 On Under 1 Structure No. 4006 1474 X Control No. 006 Lane Ind. Milepoint 14740 Facility Carried U.S. 59 Feature Intersected CREEK Division 02 County 079 Location 14.74 N JCT US-271 Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 67.999 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 1997 ADT Total 8600 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 4 Appr. Roadway Width 67.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 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 13760 Future ADT Year 2042 Bypass Detour 38.8 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 27826 ODOT County 40 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 7ft. X 118ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4006 1474 X H Index 95.1876 Latitude 35:13:35.39 Longitude -94:40:22.42 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 057 NBI Text 27826 Vault Link http://plansrv1/bridgemaintvault/b27826 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.22649722 Longitude DD -94.67289444 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28365 x -10538938.4009861 y 4194703.9704666
28016	4230 0649WXR	28016	—	U.S. 77 NB RMP S-W	I-35 SB UNDER	4230 0649WXR	90ft.-125ft.-90ft. CURVED PLATE-GIRDER SPANS X 29ft. RDWY W/ F-SHAPED PARAPET RAIL	2005	35.81978056	-97.41516667	305	32.001	—	3	0	1	28.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.5	Satisfactory (6)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	6200	2022	5	Unmatched
Raw data OBJECTID 28357 BRKEY 28016 NBI No. 28016 On Under 1 Structure No. 4230 0649WXR Control No. Lane Ind. Milepoint Facility Carried U.S. 77 NB RMP S-W Feature Intersected I-35 SB UNDER Division 04 County 083 Location 6.5N OK CO C/L Sufficiency 88.5 Kind Hwy 2 Level Service 7 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2005 ADT Total 6200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 28.999 Ref. Underclearance Rt. H Underclearance Right 37.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 28.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 305 Deck Width 32.001 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 5 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 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 9920 Future ADT Year 2042 Bypass Detour 6.8 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 1809 Min Measured Clearance 1705 NBI Rating 28016 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 90ft.-125ft.-90ft. CURVED PLATE-GIRDER SPANS X 29ft. RDWY W/ F-SHAPED PARAPET RAIL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0649WXR H Index 88.0062 Latitude 35:49:11.21 Longitude -97:24:54.6 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name U.S. 77 NB RMP S-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 28016 Vault Link http://plansrv1/bridgemaintvault/b28016 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 35.81978056 Longitude DD -97.41516667 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28357 x -10844206.7492463 y 4275851.70629058
28015	1244 1010SX	28015	—	U.S. 70 EB	BIRD CREEK	1244F1010SX	100ft. PC BEAM	2007	34.028775	-95.31226389	101.499	41.001	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2750	2022	5	Unmatched
Raw data OBJECTID 28356 BRKEY 28015 NBI No. 28015 On Under 1 Structure No. 1244 1010SX Control No. 044 Lane Ind. S Milepoint 10100 Facility Carried U.S. 70 EB Feature Intersected BIRD CREEK Division 02 County 023 Location 3.28 E JCT SH-147 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.999 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 2007 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 101.499 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 9 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 109 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 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 28015 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F1010SX H Index 100 Latitude 34:01:43.59 Longitude -95:18:44.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 064 NBI Text 28015 Vault Link http://plansrv1/bridgemaintvault/b28015 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.028775 Longitude DD -95.31226389 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28356 x -10610112.6825889 y 4032666.46033746
28014	1244 1010NX	28014	—	U.S. 70 WB	BIRD CREEK	1244F1010NX	100ft. PC BEAM	2007	34.02899444	-95.31221389	101.499	52.999	—	1	0	2	50	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)	Good (7)	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 28355 BRKEY 28014 NBI No. 28014 On Under 1 Structure No. 1244 1010NX Control No. 044 Lane Ind. N Milepoint 10100 Facility Carried U.S. 70 WB Feature Intersected BIRD CREEK Division 02 County 023 Location 3.28 E JCT SH-147 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.999 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 2007 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 101.499 Deck Width 52.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 110 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 2 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 28014 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F1010NX H Index 99.5398 Latitude 34:01:44.38 Longitude -95:18:43.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 063 NBI Text 28014 Vault Link http://plansrv1/bridgemaintvault/b28014 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.02899444 Longitude DD -95.31221389 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28355 x -10610107.1166144 y 4032695.93579471
28013	1244 0712SX	28013	—	U.S. 70 EB	ROCK CREEK	1244F0712SX	100ft. PC BEAM SK 15°	2006	34.01938333	-95.36098889	102.001	41.001	—	1	15	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)	Good (7)	Good (7)	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 28354 BRKEY 28013 NBI No. 28013 On Under 1 Structure No. 1244 0712SX Control No. 044 Lane Ind. S Milepoint 07120 Facility Carried U.S. 70 EB Feature Intersected ROCK CREEK Division 02 County 023 Location 0.30 E JCT SH-147 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 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 102.001 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 9 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 109 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 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 28013 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. PC BEAM SK 15° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F0712SX H Index 100 Latitude 34:01:09.78 Longitude -95:21:39.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 061 NBI Text 28013 Vault Link http://plansrv1/bridgemaintvault/b28013 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.01938333 Longitude DD -95.36098889 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28354 x -10615536.7247778 y 4031405.03082471
27914	7262T0180 X	27914	—	CREEK TP	CREEK	7262F0180 X	2-10ft.X8ft.X235ft. RCB, SK67RF	2000	36.01037222	-95.84312222	22.799	237.001	—	2	23	4	235	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	18000	2022	5	Unmatched
Raw data OBJECTID 28348 BRKEY 27914 NBI No. 27914 On Under 1 Structure No. 7262T0180 X Control No. 062 Lane Ind. Milepoint 01800 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 143 Location 0.2W OF TOLL PLAZA Sufficiency 77 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2000 ADT Total 18000 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 2 Road Width 235 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 150 Span Type Main M Material 1 - Concrete Design 19 Length 22.799 Deck Width 237.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 28800 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27914 ODOT County 72 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.X8ft.X235ft. RCB, SK67RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7262F0180 X H Index 100 Latitude 36:00:37.34 Longitude -95:50:35.24 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15.28 NBI Text 27914 Vault Link http://plansrv1/bridgemaintvault/b27914 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.01037222 Longitude DD -95.84312222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 28348 x -10669207.5615679 y 4302048.66739343
27825	4006 1381 X	27825	—	U.S. 59	GRIMES HILL CREEK	4006 1381 X	(3) 12ft. X 12ft. X 146ft. RCB	1997	35.213	-94.6727	40	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8600	2022	4	Unmatched
Raw data OBJECTID 28347 BRKEY 27825 NBI No. 27825 On Under 1 Structure No. 4006 1381 X Control No. 006 Lane Ind. Milepoint 13810 Facility Carried U.S. 59 Feature Intersected GRIMES HILL CREEK Division 02 County 079 Location 13.81 N JCT US-271 Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1997 ADT Total 8600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 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 13760 Future ADT Year 2042 Bypass Detour 38.8 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 27825 ODOT County 40 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 (3) 12ft. X 12ft. X 146ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4006 1381 X H Index 98.68 Latitude 35:12:46.8 Longitude -94:40:21.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 056 NBI Text 27825 Vault Link http://plansrv1/bridgemaintvault/b27825 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.213 Longitude DD -94.6727 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28347 x -10538916.7560243 y 4192864.79950676
27822	4585 0590 X	27822	—	S.H. 87	NORWOOD CREEK	4585F0590 X	(2) 105ft. PC BEAM SK 20°	2005	33.70593611	-94.59605	212.001	34.199	—	2	20	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	200	2022	5	Unmatched
Raw data OBJECTID 28344 BRKEY 27822 NBI No. 27822 On Under 1 Structure No. 4585 0590 X Control No. 085 Lane Ind. Milepoint 05900 Facility Carried S.H. 87 Feature Intersected NORWOOD CREEK Division 02 County 089 Location 5.9 E JCT US-259 Sufficiency 99.5 Kind Hwy 3 Level Service 1 Route No. 00087 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.001 Deck Width 34.199 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 7 Chan. Rating 7 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 100 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 320 Future ADT Year 2042 Bypass Detour 32 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 27822 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description (2) 105ft. PC BEAM SK 20° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4585F0590 X H Index 99.0302 Latitude 33:42:21.37 Longitude -94:35:45.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 87 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 92 NBI Text 27822 Vault Link http://plansrv1/bridgemaintvault/b27822 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 33.70593611 Longitude DD -94.59605 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28344 x -10530384.117055 y 3989384.44672991
27820	2320 0514 X	27820	—	S.H. 15	WILLOW CREEK	2320F0514 X	3-40ft. PC BEAM SPANS	2008	36.30000278	-99.80356111	120	42.3	—	3	0	2	40.2	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.5	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2100	2022	5	Unmatched
Raw data OBJECTID 28342 BRKEY 27820 NBI No. 27820 On Under 1 Structure No. 2320 0514 X Control No. 020 Lane Ind. Milepoint 05140 Facility Carried S.H. 15 Feature Intersected WILLOW CREEK Division 06 County 045 Location 5.1 NE U.S. 283 Sufficiency 94.5 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.2 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 2008 ADT Total 2100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 25.999934 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 27820 ODOT County 23 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2320F0514 X H Index 98.9051 Latitude 36:18:00.01 Longitude -99:48:12.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 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 27820 Vault Link http://plansrv1/bridgemaintvault/b27820 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.30000278 Longitude DD -99.80356111 ODOT County Number 23 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28342 x -11110081.6021206 y 4341980.19974654
28012	1244 0712NX	28012	—	U.S. 70 WB	ROCK CREEK	1244F0712NX	100ft. PC BEAM SK 15°	2006	34.01964167	-95.36106111	102.001	41.001	—	1	15	2	41.001	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)	Good (7)	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 28335 BRKEY 28012 NBI No. 28012 On Under 1 Structure No. 1244 0712NX Control No. 044 Lane Ind. N Milepoint 07120 Facility Carried U.S. 70 WB Feature Intersected ROCK CREEK Division 02 County 023 Location 0.30 E JCT SH-147 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 Road Width 41.001 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 102.001 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 9 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 109 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4400 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 28012 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. PC BEAM SK 15° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F0712NX H Index 100 Latitude 34:01:10.71 Longitude -95:21:39.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 060 NBI Text 28012 Vault Link http://plansrv1/bridgemaintvault/b28012 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.01964167 Longitude DD -95.36106111 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28335 x -10615544.7642714 y 4031439.72754706
28011	1002 1875 X	28011	—	U.S. 70	CREEK	1002F1875 X	(2) 12ft. X 10ft. X 144ft. RCB	2006	34.17263333	-97.23463611	27.001	44	—	2	0	2	42.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.9	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	12000	2022	5	Unmatched
Raw data OBJECTID 28334 BRKEY 28011 NBI No. 28011 On Under 1 Structure No. 1002 1875 X Control No. 002 Lane Ind. Milepoint 18750 Facility Carried U.S. 70 Feature Intersected CREEK Division 07 County 019 Location 18.5 MI E JEFFERSON C/L Sufficiency 83.9 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 06 - Minor Arterial (Rural) Year Built 2006 ADT Total 12000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 27.001 Deck Width 44 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 19200 Future ADT Year 2042 Bypass Detour 35.000001 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 28011 ODOT County 10 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. X 10ft. X 144ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1002F1875 X H Index 98.6249 Latitude 34:10:21.48 Longitude -97:14:04.69 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 009 NBI Text 28011 Vault Link http://plansrv1/bridgemaintvault/b28011 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.17263333 Longitude DD -97.23463611 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28334 x -10824110.1792344 y 4052006.08655995
28010	7262R0180 X	28010	—	CREEK TP	CREEK	7262F0180 X	2 - 10ft. X 8ft. X 334ft. RCB	1901	35.31666667	-95.55972222	0	-1	—	2	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	_	-1	2005	5	Unmatched
Raw data OBJECTID 28333 BRKEY 28010 NBI No. 28010 On Under 1 Structure No. 7262R0180 X Control No. 062 Lane Ind. Milepoint 01800 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 143 Location 2W OF TOLL PLAZA Sufficiency -1 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 Bridge System _ Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 0 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. _ Posted Weight -1 Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28010 ODOT County 72 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. 0 Nav. VC -1 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 2 - 10ft. X 8ft. X 334ft. RCB Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 7262F0180 X H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A C I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name CREEK TP Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28010 Vault Link http://plansrv1/bridgemaintvault/b28010 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28333 x -10637659.6178771 y 4206998.58465707
28007	3822 0320 X	28007	—	S.H. 44	SOUTH ELK CREEK	3822F0320 X	3-50ft. P/S CONC. BEAM SPANS	2006	35.05034167	-99.18409167	150.499	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)	93	Satisfactory (6)	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	480	2022	5	Unmatched
Raw data OBJECTID 28330 BRKEY 28007 NBI No. 28007 On Under 1 Structure No. 3822 0320 X Control No. 022 Lane Ind. Milepoint 03200 Facility Carried S.H. 44 Feature Intersected SOUTH ELK CREEK Division 05 County 075 Location 3.3 N OF S.H. 9 Sufficiency 93 Kind Hwy 3 Level Service 1 Route No. 00044 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 07 - Major Collector (Rural) Year Built 2006 ADT Total 480 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 29.003 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150.499 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 7 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 24.199339 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 28007 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3822F0320 X H Index 92.0887 Latitude 35:03:01.23 Longitude -99:11:02.73 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 44 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 28007 Vault Link http://plansrv1/bridgemaintvault/b28007 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.05034167 Longitude DD -99.18409167 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28330 x -11041122.5794978 y 4170724.48211442
27818	3610 0002 X	27818	—	U.S. 77	CREEK	3610F0002 X	2-14ft. X 8ft. X 164ft. RDWY R.C. BOX W/ 6ft. ADDTft.L CURTAIN WALLS	2006	36.68124167	-97.06998889	29.003	0	—	2	0	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	8300	2022	5	Unmatched
Raw data OBJECTID 28322 BRKEY 27818 NBI No. 27818 On Under 1 Structure No. 3610 0002 X Control No. 010 Lane Ind. Milepoint 00020 Facility Carried U.S. 77 Feature Intersected CREEK Division 04 County 071 Location 195' N JCT U.S. 60/U.S.77 Sufficiency 83.5 Kind Hwy 2 Level Service 1 Route No. 00077 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 14 - Other Principal Arterial (Urban) Year Built 2006 ADT Total 8300 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 5 Fill RCB 12 Appr. Roadway Width 64.003 Span Type Main M Material 1 - Concrete Design 19 Length 29.003 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 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 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13280 Future ADT Year 2042 Bypass Detour 1.999995 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27818 ODOT County 36 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 2-14ft. X 8ft. X 164ft. RDWY R.C. BOX W/ 6ft. ADDTft.L CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3610F0002 X H Index 96.2442 Latitude 36:40:52.47 Longitude -97:04:11.96 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27818 Vault Link http://plansrv1/bridgemaintvault/b27818 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 36.68124167 Longitude DD -97.06998889 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28322 x -10805781.7345435 y 4394768.63314117
27902	1244 1329 X	27902	—	U.S. 70	GATES CREEK	1244F1329 X	(3) 70ft. PC BEAM	2008	34.01760278	-95.25983333	210.801	82.201	—	3	0	5	80	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)	C	5000	2022	5	Unmatched
Raw data OBJECTID 28300 BRKEY 27902 NBI No. 27902 On Under 1 Structure No. 1244 1329 X Control No. 044 Lane Ind. Milepoint 13290 Facility Carried U.S. 70 Feature Intersected GATES CREEK Division 02 County 023 Location 6.47 E JCT SH-147 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2008 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 80 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210.801 Deck Width 82.201 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 60 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27902 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description (3) 70ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F1329 X H Index 100 Latitude 34:01:03.37 Longitude -95:15:35.4 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 067 NBI Text 27902 Vault Link http://plansrv1/bridgemaintvault/b27902 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 34.01760278 Longitude DD -95.25983333 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28300 x -10604276.1393477 y 4031165.89438817
27813	3628 0101 X	27813	—	S.H. 11	TURKEY CREEK	3628F0101 X	40ft.-60ft.-40ft. PC BEAM SPANS X 40ft. CLR.RDY. W/ TR-4 RAILS	2007	36.76718611	-97.04471944	140.502	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.1	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2300	2022	5	Unmatched
Raw data OBJECTID 28299 BRKEY 27813 NBI No. 27813 On Under 1 Structure No. 3628 0101 X Control No. 028 Lane Ind. Milepoint 01010 Facility Carried S.H. 11 Feature Intersected TURKEY CREEK Division 04 County 071 Location 1E OF JCT US77/SH11 Sufficiency 86.1 Kind Hwy 3 Level Service 1 Route No. 00011 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 07 - Major Collector (Rural) Year Built 2007 ADT Total 2300 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 5 - Prestressed Concrete Design 02 Length 140.502 Deck Width 42.201 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 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 34.799913 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27813 ODOT County 36 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 40ft.-60ft.-40ft. PC BEAM SPANS X 40ft. CLR.RDY. W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3628F0101 X H Index 99.8435 Latitude 36:46:01.87 Longitude -97:02:40.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27813 Vault Link http://plansrv1/bridgemaintvault/b27813 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.76718611 Longitude DD -97.04471944 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28299 x -10802968.7522369 y 4406705.02559016
27812	5737 0721 X	27812	—	S.H. 97	DELAWARE CREEK TRIB.	5737F0721 X	100ft. TYPE IV PC BEAM SPAN, SK 15 DEG RF W/ 40ft. CLR.RDY., TR4 TRAFFIC RAILS	2006	36.25276389	-96.12254722	102.001	42.001	—	1	15	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	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	650	2022	5	Unmatched
Raw data OBJECTID 28298 BRKEY 27812 NBI No. 27812 On Under 1 Structure No. 5737 0721 X Control No. 037 Lane Ind. Milepoint 07210 Facility Carried S.H. 97 Feature Intersected DELAWARE CREEK TRIB. Division 08 County 113 Location 7.4N OF TULSA C/L Sufficiency 98.2 Kind Hwy 3 Level Service 1 Route No. 00097 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 07 - Major Collector (Rural) Year Built 2006 ADT Total 650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 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 102.001 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 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 58.6 HS Inv. Rating Method 3 HS Inv. Method 43 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1040 Future ADT Year 2042 Bypass Detour 34.799913 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 27812 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. TYPE IV PC BEAM SPAN, SK 15 DEG RF W/ 40ft. CLR.RDY., TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5737F0721 X H Index 99.7621 Latitude 36:15:09.95 Longitude -96:07:21.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 97 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 27812 Vault Link http://plansrv1/bridgemaintvault/b27812 GIS FO/SD Meets Standards H Inv. Method 43.9 Latitude DD 36.25276389 Longitude DD -96.12254722 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28298 x -10700313.0102828 y 4335457.26424642
27811	5737 0739 X	27811	—	S.H. 97	DELAWARE CREEK	5737F0739 X	120ft. TYPE J PC BEAM SPAN, SK 10 DEG LF W/ 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS	2006	36.25535	-96.12173056	122.001	42.001	—	1	10	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	650	2022	5	Unmatched
Raw data OBJECTID 28297 BRKEY 27811 NBI No. 27811 On Under 1 Structure No. 5737 0739 X Control No. 037 Lane Ind. Milepoint 07390 Facility Carried S.H. 97 Feature Intersected DELAWARE CREEK Division 08 County 113 Location 7.6N TULSA C/L Sufficiency 98.2 Kind Hwy 3 Level Service 1 Route No. 00097 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 2006 ADT Total 650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 1 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 122.001 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. 4 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57.8 HS Inv. Rating Method 3 HS Inv. Method 39.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1040 Future ADT Year 2042 Bypass Detour 34.799913 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27811 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 120ft. TYPE J PC BEAM SPAN, SK 10 DEG LF W/ 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5737F0739 X H Index 99.7755 Latitude 36:15:19.26 Longitude -96:07:18.23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 97 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 27811 Vault Link http://plansrv1/bridgemaintvault/b27811 GIS FO/SD Meets Standards H Inv. Method 39.6 Latitude DD 36.25535 Longitude DD -96.12173056 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28297 x -10700222.1001074 y 4335814.26260033
27806	6926 0279 X	27806	—	S.H. 7 DUNCAN BYPS	BEECH AVE. UNDER	6926F0270 X	52ft.-72ft.-52ft. PC BEAM SPANS	2006	34.50686389	-97.99555278	176.001	45	—	3	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	5300	2022	5	Unmatched
Raw data OBJECTID 28274 BRKEY 27806 NBI No. 27806 On Under 1 Structure No. 6926 0279 X Control No. 026 Lane Ind. Milepoint 02790 Facility Carried S.H. 7 DUNCAN BYPS Feature Intersected BEECH AVE. UNDER Division 07 County 137 Location 1.7W OF US 81 BEECH AVE Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2006 ADT Total 5300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 15.6 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 176.001 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.7 HS Inv. Rating Method 1 HS Inv. Method 39.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8480 Future ADT Year 2042 Bypass Detour 3.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1800 Min Measured Clearance 1607 NBI Rating 27806 ODOT County 69 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 52ft.-72ft.-52ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6926F0270 X H Index 99.4826 Latitude 34:30:24.71 Longitude -97:59:43.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name S.H. 7 DUNCAN BYPASS_ Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 70 NBI Text 27806 Vault Link http://plansrv1/bridgemaintvault/b27806 GIS FO/SD Meets Standards H Inv. Method 30.4 Latitude DD 34.50686389 Longitude DD -97.99555278 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28274 x -10908815.035475 y 4097066.22394055
27805	1406 1204 X	27805	—	SHIELDS AVE. NB	I-35 SB & FRNT RD. UNDER	1406F1204 X	145ft.-178ft.-145ft. POST TENSIONED BOX GIRDER W/ 38ft. CLR.RDY.	2004	35.357275	-97.49550833	468.599	41.001	—	3	0	2	37.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	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	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 28273 BRKEY 27805 NBI No. 27805 On Under 1 Structure No. 1406 1204 X Control No. Lane Ind. Milepoint Facility Carried SHIELDS AVE. NB Feature Intersected I-35 SB & FRNT RD. UNDER Division 03 County 027 Location OLD 77 Sufficiency 99.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2004 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 468.599 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 N Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 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 27805 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 145ft.-178ft.-145ft. POST TENSIONED BOX GIRDER W/ 38ft. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1406F1204 X H Index 99.948 Latitude 35:21:26.19 Longitude -97:29:43.83 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name SHIELDS AVE. NB Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27805 Vault Link http://plansrv1/bridgemaintvault/b27805 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.357275 Longitude DD -97.49550833 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 28273 x -10853150.341927 y 4212540.0105579
27804	1406 1200WXR	27804	—	SHIELDS AVE. SB	I-35 FRONTAGE RD. UNDER	1406F1200WXR	126ft.-158ft.-126ft. POST TENSIONED BOX GIRDER W/ 38ft. CLR.RDY.	2004	35.35656667	-97.49612778	410.6	41.001	—	3	0	2	37.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	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	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 28272 BRKEY 27804 NBI No. 27804 On Under 1 Structure No. 1406 1200WXR Control No. Lane Ind. Milepoint Facility Carried SHIELDS AVE. SB Feature Intersected I-35 FRONTAGE RD. UNDER Division 03 County 027 Location OLD 77 Sufficiency 99.9 Kind Hwy 5 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2004 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 410.6 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 N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 1 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 27804 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 126ft.-158ft.-126ft. POST TENSIONED BOX GIRDER W/ 38ft. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1406F1200WXR H Index 99.3234 Latitude 35:21:23.64 Longitude -97:29:46.06 I257A 0 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name SHIELDS AVE. SB Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 27804 Vault Link http://plansrv1/bridgemaintvault/b27804 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.35656667 Longitude DD -97.49612778 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 28272 x -10853219.2987855 y 4212443.32774596
27884	5304 0864 X	27884	—	U.S. 60	SALT CREEK	5304F0864 X	40ft.-100ft.-40ft. TYPE II AND TYPE IV PC BEAMS W/ 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS	2006	36.69900556	-95.47363333	181.001	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)	95.1	Good (7)	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	1700	2022	5	Unmatched
Raw data OBJECTID 28230 BRKEY 27884 NBI No. 27884 On Under 1 Structure No. 5304 0864 X Control No. 004 Lane Ind. Milepoint 08640 Facility Carried U.S. 60 Feature Intersected SALT CREEK Division 08 County 105 Location .6E JCT U.S. 60/S.H. 28 Sufficiency 95.1 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 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 2006 ADT Total 1700 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 5 - Prestressed Concrete Design 02 Length 181.001 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. 3 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 27.999233 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 27884 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-100ft.-40ft. TYPE II AND TYPE IV PC BEAMS W/ 40ft. CLR.RDY. W/ TR4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5304F0864 X H Index 99.6775 Latitude 36:41:56.42 Longitude -95:28:25.08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 27884 Vault Link http://plansrv1/bridgemaintvault/b27884 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.69900556 Longitude DD -95.47363333 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28230 x -10628076.2464793 y 4397234.67611462
28066	5580 0195WX	28066	—	PEDESTRIAN	LINCOLN BLVD SB/ PARKING	5580 0228WX	3-100ft. PEDESTRIAN OVERPASS SPANS	1980	35.496047	-97.503889	300.2	10	—	3	0	3	38.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	K	7700	2022	5	Unmatched
Raw data OBJECTID 28218 BRKEY 28066 NBI No. 28066 On Under A Structure No. 5580 0195WX Control No. 080 Lane Ind. W Milepoint 01950 Facility Carried PEDESTRIAN Feature Intersected LINCOLN BLVD SB/ PARKING Division 04 County 109 Location 2.3N OF SH77H Sufficiency -2 Kind Hwy 3 Level Service 1 Route No. 09520 Service Type On 3 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38.002 Bridge System K Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1980 ADT Total 7700 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 15.2 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 300.2 Deck Width 10 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting ! Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 12320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting N Max Measured Clearance 1911 Min Measured Clearance 1910 NBI Rating 28066 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PEDESTRIAN OVERPASS SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5580 0228WX H Index -1 Latitude 35:29:45.77 Longitude -97:30:14 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name LINCOLN BLVD SB UNDER 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 28066 Vault Link http://plansrv1/bridgemaintvault/b28066 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.496047 Longitude DD -97.503889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28218 x -10854083.2738439 y 4231497.95541911
27977	4306 1510 X	27977	—	S.H. 32	WALNUT BAYOU O'FLOW	4306F1510 X	3 - 95ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2008	33.94018333	-97.29757222	285.499	42.201	—	3	0	2	42.001	1 - 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	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 28212 BRKEY 27977 NBI No. 27977 On Under 1 Structure No. 4306 1510 X Control No. 006 Lane Ind. Milepoint 15100 Facility Carried S.H. 32 Feature Intersected WALNUT BAYOU O'FLOW Division 07 County 085 Location 15.2E JEFFERSON C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00032 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 2008 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 1 - Concrete Design 02 Length 285.499 Deck Width 42.201 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 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 85 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 39.098931 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting NR Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27977 ODOT County 43 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 - 95ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4306F1510 X H Index 100 Latitude 33:56:24.66 Longitude -97:17:51.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 32 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18 NBI Text 27977 Vault Link http://plansrv1/bridgemaintvault/b27977 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.94018333 Longitude DD -97.29757222 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28212 x -10831116.1949522 y 4020772.93400039
27883	0804 1226NX	27883	—	U.S. 62	DELEWARE CREEK	0804F1226NX	3-100ft. PC BEAM SPANS W/ 38ft. CLR.RDY.	2007	35.07206667	-98.17473056	301.001	40.171	—	3	45	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)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3050	2022	5	Unmatched
Raw data OBJECTID 28211 BRKEY 27883 NBI No. 27883 On Under 1 Structure No. 0804 1226NX Control No. 004 Lane Ind. N Milepoint 12260 Facility Carried U.S. 62 Feature Intersected DELEWARE CREEK Division 07 County 015 Location 4.8W OF GRADY C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2007 ADT Total 3050 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 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 301.001 Deck Width 40.171 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27883 ODOT County 08 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 3-100ft. PC BEAM SPANS W/ 38ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0804F1226NX H Index 99.9159 Latitude 35:04:19.44 Longitude -98:10:29.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11 NBI Text 27883 Vault Link http://plansrv1/bridgemaintvault/b27883 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.07206667 Longitude DD -98.17473056 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28211 x -10928761.014706 y 4173679.03447787
27882	0804 1056NX	27882	—	U.S. 62	TONKAWA CREEK	0804F1056NX	3-70ft. PC BEAM SPANS W/ 38ft. CLR.RDY.	2007	35.07231111	-98.20463056	210	40.669	—	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	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 28210 BRKEY 27882 NBI No. 27882 On Under 1 Structure No. 0804 1056NX Control No. 004 Lane Ind. N Milepoint 10560 Facility Carried U.S. 62 Feature Intersected TONKAWA CREEK Division 07 County 015 Location 6.5W OF GRADY C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2007 ADT Total 3200 ADT Year 2022 Design Load NO VALUE GIVEN 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 210 Deck Width 40.669 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27882 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PC BEAM SPANS W/ 38ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0804F1056NX H Index 99.7571 Latitude 35:04:20.32 Longitude -98:12:16.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 09 NBI Text 27882 Vault Link http://plansrv1/bridgemaintvault/b27882 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.07231111 Longitude DD -98.20463056 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28210 x -10932089.4674807 y 4173712.28225555
27881	3002 1437 X	27881	—	U.S. 64	BUFFALO CREEK	3002F1437 X	1-135.0ft. TYPE J P.C. BEAM SPAN.	2007	36.81234444	-99.75266111	135.6	42.1	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	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)	C	810	2022	5	Unmatched
Raw data OBJECTID 28209 BRKEY 27881 NBI No. 27881 On Under 1 Structure No. 3002 1437 X Control No. 002 Lane Ind. Milepoint 14370 Facility Carried U.S. 64 Feature Intersected BUFFALO CREEK Division 06 County 059 Location 14.2E OF BEAVER C/L Sufficiency 96.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2007 ADT Total 810 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 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 135.6 Deck Width 42.1 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 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 104 HS Inv. Rating Method 1 HS Inv. Method 48 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1296 Future ADT Year 2042 Bypass Detour 49.098659 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27881 ODOT County 30 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 1-135.0ft. TYPE J P.C. BEAM SPAN. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3002F1437 X H Index 87.6045 Latitude 36:48:44.44 Longitude -99:45:09.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 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 27881 Vault Link http://plansrv1/bridgemaintvault/b27881 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.81234444 Longitude DD -99.75266111 ODOT County Number 30 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28209 x -11104415.4400392 y 4412982.20063282