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
27976	4306 1496 X	27976	—	S.H. 32	WALNUT BAYOU O'FLOW	4306F1496 X	3 - 95ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2008	33.94015556	-97.30029444	285.499	42.201	—	3	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 28194 BRKEY 27976 NBI No. 27976 On Under 1 Structure No. 4306 1496 X Control No. 006 Lane Ind. Milepoint 14960 Facility Carried S.H. 32 Feature Intersected WALNUT BAYOU O'FLOW Division 07 County 085 Location 15.1E JEFFERSON C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00032 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 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 5 - Prestressed 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 7 Approach Alignment 6 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 _ Existing Posting NR Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27976 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 4306F1496 X H Index 98.9057 Latitude 33:56:24.56 Longitude -97:18:01.06 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 17 NBI Text 27976 Vault Link http://plansrv1/bridgemaintvault/b27976 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.94015556 Longitude DD -97.30029444 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28194 x -10831419.2310964 y 4020769.2077904
27975	4306 1478 X	27975	—	S.H. 32	WALNUT BAYOU O'FLOW	4306F1478 X	3 - 95ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2008	33.94012778	-97.30334167	285.499	42.201	—	3	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 28193 BRKEY 27975 NBI No. 27975 On Under 1 Structure No. 4306 1478 X Control No. 006 Lane Ind. Milepoint 14780 Facility Carried S.H. 32 Feature Intersected WALNUT BAYOU O'FLOW Division 07 County 085 Location 14.9E JEFFERSON C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00032 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 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 5 - Prestressed 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 7 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 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 _ Existing Posting NR Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27975 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 4306F1478 X H Index 100 Latitude 33:56:24.46 Longitude -97:18:12.03 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 15 NBI Text 27975 Vault Link http://plansrv1/bridgemaintvault/b27975 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.94012778 Longitude DD -97.30334167 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28193 x -10831758.4471883 y 4020765.48023981
27974	4306 1460 X	27974	—	S.H. 32	WALNUT BAYOU CREEK	4306F1460 X	4-95ft. PC BEAM SPANS	2008	33.94018611	-97.30675833	385.499	42.201	—	4	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	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	2000	2022	5	Unmatched
Raw data OBJECTID 28192 BRKEY 27974 NBI No. 27974 On Under 1 Structure No. 4306 1460 X Control No. 006 Lane Ind. Milepoint 14600 Facility Carried S.H. 32 Feature Intersected WALNUT BAYOU CREEK Division 07 County 085 Location 14.8E JEFFERSON C/L Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00032 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 2008 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 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 5 - Prestressed Concrete Design 02 Length 385.499 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. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 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 _ Existing Posting NR Max Measured Clearance NR Min Measured Clearance NR NBI Rating 27974 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 4-95ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4306F1460 X H Index 99.9549 Latitude 33:56:24.67 Longitude -97:18:24.33 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 14 NBI Text 27974 Vault Link http://plansrv1/bridgemaintvault/b27974 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.94018611 Longitude DD -97.30675833 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28192 x -10832138.7880397 y 4020773.30702401
27972	4134T0761 X	27972	—	TURNER TP (I-44)	CREEK	4134F0761 X	2-10ft. X10ft. X154ft. RCB	1953	35.690208	-97.01705	21.001	156.001	—	2	0	4	153.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	T	24000	2022	5	Unmatched
Raw data OBJECTID 28190 BRKEY 27972 NBI No. 27972 On Under 1 Structure No. 4134T0761 X Control No. 034 Lane Ind. Milepoint 07610 Facility Carried TURNER TP (I-44) Feature Intersected CREEK Division 03 County 081 Location .8N JCT 1766/S.H. 66 Sufficiency 82 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1953 ADT Total 24000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 153.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 156.001 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 6 Culv. Rating 7 Structure Rating 7 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 38400 Future ADT Year 2042 Bypass Detour 9.899729 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 27972 ODOT County 41 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. X10ft. X154ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4134F0761 X H Index 98.7308 Latitude 35:41:24.75 Longitude -97:01:01.38 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name TURNER TP (I-44) Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23.91 NBI Text 27972 Vault Link http://plansrv1/bridgemaintvault/b27972 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.690208 Longitude DD -97.01705 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28190 x -10799888.6042656 y 4258077.7716765
27971	3710 0021 X	27971	—	UP R.R. & CITY ST	S.H. 33 UNDER	3710 0021 X	36ft. WF BEAM SPAN W/ 6ft. APPR. SLAB	1938	35.860903	-97.928447	44.4	62.1	—	1	8	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	19 - Local (Urban)	H	23	2022	5	Unmatched
Raw data OBJECTID 28189 BRKEY 27971 NBI No. 27971 On Under 1 Structure No. 3710 0021 X Control No. Lane Ind. Milepoint Facility Carried UP R.R. & CITY ST Feature Intersected S.H. 33 UNDER Division 04 County 073 Location .1E OF JCT U.S. 81 Sufficiency 80 Kind Hwy 5 Level Service 8 Route No. 00000 Service Type On 4 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1938 ADT Total 23 ADT Year 2022 Design Load Railroad Skew 8 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 0.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 44.4 Deck Width 62.1 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 4 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 50 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1400 Max Measured Clearance 1405 Min Measured Clearance 1403 NBI Rating 27971 ODOT County 37 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 36ft. WF BEAM SPAN W/ 6ft. APPR. SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3710 0021 X H Index 91.5837 Latitude 35:51:39.25 Longitude -97:55:42.41 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name CITY ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID NBI Text 27971 Vault Link http://plansrv1/bridgemaintvault/b27971 GIS FO/SD FO H Inv. Method 19.952 Latitude DD 35.860903 Longitude DD -97.928447 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 28189 x -10901344.8542161 y 4281498.68019218
27970	3710 0019 X	27970	—	UP R.R. & CITY ST	S.H. 33 UNDER	3710 0019 X	36ft. WF BEAM SPAN W/ 6ft. APPR. SLAB	1938	35.860906	-97.928989	44.4	50.699	—	1	8	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	19 - Local (Urban)	H	23	2022	5	Unmatched
Raw data OBJECTID 28170 BRKEY 27970 NBI No. 27970 On Under 1 Structure No. 3710 0019 X Control No. Lane Ind. Milepoint Facility Carried UP R.R. & CITY ST Feature Intersected S.H. 33 UNDER Division 04 County 073 Location .1E OF JCT U.S. 81 Sufficiency 80 Kind Hwy 5 Level Service 8 Route No. 00000 Service Type On 4 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1938 ADT Total 23 ADT Year 2022 Design Load Railroad Skew 8 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 0.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 44.4 Deck Width 50.699 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 4 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 50 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1400 Max Measured Clearance 1407 Min Measured Clearance 1406 NBI Rating 27970 ODOT County 37 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft. WF BEAM SPAN W/ 6ft. APPR. SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3710 0019 X H Index -1 Latitude 35:51:39.26 Longitude -97:55:44.36 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name CITY ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID NBI Text 27970 Vault Link http://plansrv1/bridgemaintvault/b27970 GIS FO/SD FO H Inv. Method 19.952 Latitude DD 35.860906 Longitude DD -97.928989 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 28170 x -10901405.1893801 y 4281499.09226195
27966	0830 0761 X	27966	—	S.H. 19	LITTLE WASHITA RIV. E.BR	0830F0761 X	80ft.-100ft.-80ft. PC BEAM SPANS W/ 40ft. CLR.RDY. SK 30LF	2008	34.89787222	-98.22292778	260	42.201	—	3	32	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	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	07 - Major Collector (Rural)	B	900	2022	5	Unmatched
Raw data OBJECTID 28166 BRKEY 27966 NBI No. 27966 On Under 1 Structure No. 0830 0761 X Control No. 030 Lane Ind. Milepoint 07610 Facility Carried S.H. 19 Feature Intersected LITTLE WASHITA RIV. E.BR Division 07 County 015 Location 1.2W OF JCT S.H. 8 Sufficiency 97.8 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 32 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 260 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. 1 Deck Rating 6 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 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 1440 Future ADT Year 2042 Bypass Detour 31.699132 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 27966 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 80ft.-100ft.-80ft. PC BEAM SPANS W/ 40ft. CLR.RDY. SK 30LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0830F0761 X H Index 99.7241 Latitude 34:53:52.34 Longitude -98:13:22.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 80 NBI Text 27966 Vault Link http://plansrv1/bridgemaintvault/b27966 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.89787222 Longitude DD -98.22292778 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28166 x -10934126.3046941 y 4150011.03317629
27965	0830 0676 X	27965	—	S.H. 19	LITTLE WASHITA RIVER	0830F0676 X	2-100ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2008	34.89830833	-98.23771667	200	42.201	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	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	900	2022	5	Unmatched
Raw data OBJECTID 28165 BRKEY 27965 NBI No. 27965 On Under 1 Structure No. 0830 0676 X Control No. 030 Lane Ind. Milepoint 06760 Facility Carried S.H. 19 Feature Intersected LITTLE WASHITA RIVER Division 07 County 015 Location 2.2W OF JCT S.H. 8 Sufficiency 97.6 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 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 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. 1 Deck Rating 7 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 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 1440 Future ADT Year 2042 Bypass Detour 31.699132 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 27965 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 2-100ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0830F0676 X H Index 99.8955 Latitude 34:53:53.91 Longitude -98:14:15.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 79 NBI Text 27965 Vault Link http://plansrv1/bridgemaintvault/b27965 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.89830833 Longitude DD -98.23771667 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28165 x -10935772.5963983 y 4150070.22515742
27869	5515 0671NX	27869	—	I-35 SB & I-40 WB	FAU 9421 (EASTERN) UNDER	5515 0671NX	46.25ft.-98ft.-46.25ft. PC BEAM SPANS	2000	35.463247	-97.477081	192.5	86.001	—	3	7	4	83.009	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	60350	2022	5	Unmatched
Raw data OBJECTID 28162 BRKEY 27869 NBI No. 27869 On Under 1 Structure No. 5515 0671NX Control No. 015 Lane Ind. N Milepoint 06710 Facility Carried I-35 SB & I-40 WB Feature Intersected FAU 9421 (EASTERN) UNDER Division 04 County 109 Location EASTERN AVENUE Sufficiency 95.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 83.009 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 2000 ADT Total 60350 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 83.009 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 83.009 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 192.5 Deck Width 86.001 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 6 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 96560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1809 Min Measured Clearance 1806 NBI Rating 27869 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 46.25ft.-98ft.-46.25ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0671NX H Index 93.9676 Latitude 35:27:47.69 Longitude -97:28:37.49 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-35 SB & I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27869 Vault Link http://plansrv1/bridgemaintvault/b27869 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.463247 Longitude DD -97.477081 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28162 x -10851099.0209347 y 4227014.12650717
27868	5568 0030SXR	27868	—	I-35 SB TO I-40 EB	N. CANADIAN RIVER	5568 0030SXR	88.5ft.,81.8ft.,78.4ft.,66.2ft.,69ft.,95.5ft.,44.6ft.PC BEAM SPANS SKEWED RF 18 D 21ft. & 1.5ft.	2003	35.46639444	-97.46706667	522	35	—	7	20	1	33	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.8	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	19175	2022	5	Unmatched
Raw data OBJECTID 28161 BRKEY 27868 NBI No. 27868 On Under 1 Structure No. 5568 0030SXR Control No. 068 Lane Ind. S Milepoint 00300 Facility Carried I-35 SB TO I-40 EB Feature Intersected N. CANADIAN RIVER Division 04 County 109 Location E. SIDE OF FT. SMITH JCT. Sufficiency 86.8 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 33 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 2003 ADT Total 19175 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 7 Road Width 33 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 33 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 522 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30680 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27868 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 88.5ft.,81.8ft.,78.4ft.,66.2ft.,69ft.,95.5ft.,44.6ft.PC BEAM SPANS SKEWED RF 18 D 21ft. & 1.5ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5568 0030SXR H Index 92.251 Latitude 35:27:59.02 Longitude -97:28:01.44 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 SB TO I-40 EB Scour 8 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 27868 Vault Link http://plansrv1/bridgemaintvault/b27868 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.46639444 Longitude DD -97.46706667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28161 x -10849984.2308184 y 4227444.30882842
27867	5568 0030NXR	27867	—	I-40 WB TO I-35 NB	N. CANADIAN RIVER	5568 0030NXR	7 PC BEAM SPANS W/ SLOPED-FACED PARAPET RAIL	2003	35.467464	-97.4641	661	30	—	7	6	1	28	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	19175	2022	5	Unmatched
Raw data OBJECTID 28160 BRKEY 27867 NBI No. 27867 On Under 1 Structure No. 5568 0030NXR Control No. 068 Lane Ind. N Milepoint 00300 Facility Carried I-40 WB TO I-35 NB Feature Intersected N. CANADIAN RIVER Division 04 County 109 Location .25E I-35/I-40 FT. SMITH Sufficiency 87 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 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 2003 ADT Total 19175 ADT Year 2022 Design Load NO VALUE GIVEN Skew 6 No. Main Spans 7 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 661 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30680 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 N Max Measured Clearance N Min Measured Clearance N NBI Rating 27867 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 7 PC BEAM SPANS W/ SLOPED-FACED PARAPET RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5568 0030NXR H Index 92.3827 Latitude 35:28:02.87 Longitude -97:27:50.76 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB TO I-35 NB Scour 8 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 27867 Vault Link http://plansrv1/bridgemaintvault/b27867 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.467464 Longitude DD -97.4641 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28160 x -10849653.9826247 y 4227590.49679891
27775	4317 0329 X	27775	—	E2240 (ROGERS RD.)	I-35 UNDER	4317F0329 X	(2) 120ft. TYPE J PC BEAM SPANS	2005	33.76606389	-97.13511667	240.499	54.199	—	2	0	4	52.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.3	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)	A	1025	2022	5	Unmatched
Raw data OBJECTID 28154 BRKEY 27775 NBI No. 27775 On Under 1 Structure No. 4317 0329 X Control No. Lane Ind. Milepoint Facility Carried E2240 (ROGERS RD.) Feature Intersected I-35 UNDER Division 07 County 085 Location 3.3 MI N TX S/L Sufficiency 93.3 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 1025 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 16.601 Underclearance Left 16.401 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240.499 Deck Width 54.199 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 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 90 HS Inv. Rating Method 1 HS Inv. Method 48 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1640 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1703 Min Measured Clearance 1607 NBI Rating 27775 ODOT County 43 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 (2) 120ft. TYPE J PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317F0329 X H Index 98.7259 Latitude 33:45:57.83 Longitude -97:08:06.42 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name E2240 (ROGERS RD.) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 104 NBI Text 27775 Vault Link http://plansrv1/bridgemaintvault/b27775 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 33.76606389 Longitude DD -97.13511667 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28154 x -10813031.7258496 y 3997433.2099114
28055	6340 0503 X	28055	—	S.H. 102	I-40 UNDER	6340F0503 X	133ft.-9ft. ft. - 133ft.-9ft. ft. PLATE GIRDER SPANS X 78ft. CLR.RDY. W/ F-SHAPED CONC.PARAPETS, SK 15 DEG, 21 SEC. LF	2007	35.37694444	-97.05426389	267.5	81.001	—	2	16	5	77.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.5	Satisfactory (6)	Satisfactory (6)	Excellent (9)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	7100	2022	5	Unmatched
Raw data OBJECTID 28149 BRKEY 28055 NBI No. 28055 On Under 1 Structure No. 6340 0503 X Control No. Lane Ind. Milepoint Facility Carried S.H. 102 Feature Intersected I-40 UNDER Division 03 County 125 Location 5E OF OK C/L Sufficiency 93.5 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 77.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2007 ADT Total 7100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 16 No. Main Spans 2 Road Width 77.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 77.999 Span Type Main M Material 3 - Steel Design 02 Length 267.5 Deck Width 81.001 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 9 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.1 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 1.239997 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 28055 ODOT County 63 Nav. Control N 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 133ft.-9ft. ft. - 133ft.-9ft. ft. PLATE GIRDER SPANS X 78ft. CLR.RDY. W/ F-SHAPED CONC.PARAPETS, SK 15 DEG, 21 SEC. LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6340F0503 X H Index 96.9927 Latitude 35:22:37 Longitude -97:03:15.35 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name S.H. 102 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28055 Vault Link http://plansrv1/bridgemaintvault/b28055 GIS FO/SD Meets Standards H Inv. Method 18.2 Latitude DD 35.37694444 Longitude DD -97.05426389 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28149 x -10804031.2355508 y 4215225.11043452
27964	0830 0581 X	27964	—	S.H. 19	LITTLE WASHITA RIV.-W.BR	0830F0581 X	<NEW STRUCTURE UNIT>	2008	34.89773889	-98.25420556	177.001	42.001	—	2	32	2	40.249	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	900	2022	5	Unmatched
Raw data OBJECTID 28147 BRKEY 27964 NBI No. 27964 On Under 1 Structure No. 0830 0581 X Control No. 030 Lane Ind. Milepoint 05810 Facility Carried S.H. 19 Feature Intersected LITTLE WASHITA RIV.-W.BR Division 07 County 015 Location 3W OF JCT. S.H. 8 Sufficiency 97.8 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.249 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 900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 32 No. Main Spans 2 Road Width 40.249 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.249 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 177.001 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. 1 Deck Rating 6 Super Rating 8 Sub Rating 7 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 80 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1440 Future ADT Year 2042 Bypass Detour 31.699132 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 27964 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 <NEW STRUCTURE UNIT> Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0830F0581 X H Index 98.8073 Latitude 34:53:51.86 Longitude -98:15:15.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 78 NBI Text 27964 Vault Link http://plansrv1/bridgemaintvault/b27964 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.89773889 Longitude DD -98.25420556 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28147 x -10937608.1312368 y 4149992.93673391
27963	3806 0134 X	27963	—	U.S. 183	CREEK	3806F0134 X	(13ft.-17ft.-13ft.) X 5ft. X 72ft. RDY. R.C.B.	2006	34.65334722	-98.95180278	47.001	74.003	—	3	0	2	52.001	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3600	2022	5	Unmatched
Raw data OBJECTID 28146 BRKEY 27963 NBI No. 27963 On Under 1 Structure No. 3806 0134 X Control No. 006 Lane Ind. Milepoint 01340 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 075 Location 0.1 N OF U.S. 62 BUS. Sufficiency 91.5 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 52.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 3600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB AG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 47.001 Deck Width 74.003 Bridge Open Closed A TSF Rail 0 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 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 5760 Future ADT Year 2042 Bypass Detour 31.099149 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27963 ODOT County 38 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 10 Rt. Curb SW 10 Description (13ft.-17ft.-13ft.) X 5ft. X 72ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3806F0134 X H Index 67.4389 Latitude 34:39:12.05 Longitude -98:57:06.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27963 Vault Link http://plansrv1/bridgemaintvault/b27963 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.65334722 Longitude DD -98.95180278 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 28146 x -11015264.298546 y 4116871.63524922
27962	7281 0491 XC	27962	—	U.S. 169 SD	CREEK	7281 0491 XC	3-8ft. X 7ft. X 70ft. RCB	1971	36.21163333	-95.85316111	27.999	0	—	3	15	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	250	2022	5	Unmatched
Raw data OBJECTID 28145 BRKEY 27962 NBI No. 27962 On Under 1 Structure No. 7281 0491 XC Control No. 081 Lane Ind. Milepoint 04910 Facility Carried U.S. 169 SD Feature Intersected CREEK Division 08 County 143 Location 200' W.OF US 169 Sufficiency 100 Kind Hwy 8 Level Service 0 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 26.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1971 ADT Total 250 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 27.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 400 Future ADT Year 2042 Bypass Detour 0.5 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 27962 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft. X 7ft. X 70ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7281 0491 XC H Index 99.2143 Latitude 36:12:41.88 Longitude -95:51:11.38 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 SD Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 27962 Vault Link http://plansrv1/bridgemaintvault/b27962 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.21163333 Longitude DD -95.85316111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 28145 x -10670325.0856908 y 4329781.00256952
27961	5569 0699 X	27961	—	PENN. AVE.	I-40 UNDER	5569F0699 X	2-105ft. PC BOX GIRDER SPANS	2009	35.46138889	-97.54777778	210	86.001	—	2	0	4	63.999	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 28144 BRKEY 27961 NBI No. 27961 On Under 1 Structure No. 5569 0699 X Control No. Lane Ind. Milepoint Facility Carried PENN. AVE. Feature Intersected I-40 UNDER Division 04 County 109 Location 1E OF MAY AVE. Sufficiency 97.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2009 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 63.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 210 Deck Width 86.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 57.21 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1808 Max Measured Clearance 2009 Min Measured Clearance 1811 NBI Rating 27961 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 12.999 Rt. Curb SW 12.999 Description 2-105ft. PC BOX GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0699 X H Index 99.8144 Latitude 35:27:41 Longitude -97:32:52 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name PENN. AVE. 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 27961 Vault Link http://plansrv1/bridgemaintvault/b27961 GIS FO/SD Meets Standards H Inv. Method 38.471 Latitude DD 35.46138889 Longitude DD -97.54777778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 28144 x -10858968.950485 y 4226760.173707
27960	5569 0699NX	27960	—	PENN AVE.	UP R.R. UNDER	5569F0699NX	74ft., 34ft. STEEL I-BEAM SPANS	2010	35.4625	-97.54777778	107.52	86.001	—	2	10	4	63.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.4	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	56450	2022	5	Unmatched
Raw data OBJECTID 28143 BRKEY 27960 NBI No. 27960 On Under 1 Structure No. 5569 0699NX Control No. 069 Lane Ind. N Milepoint 06990 Facility Carried PENN AVE. Feature Intersected UP R.R. UNDER Division 04 County 109 Location 15 FT. N OF I-40/PENN Sufficiency 88.4 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 2 Vertical Clearance N Horizontal Clearance 63.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2010 ADT Total 56450 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 2 Road Width 63.999 Ref. Underclearance Rt. R Underclearance Right 12.1 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 3 - Steel Design 02 Length 107.52 Deck Width 86.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.328 HS Inv. Rating Method 3 HS Inv. Method 43.321 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 90320 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2306 Max Measured Clearance 2309 Min Measured Clearance 2309 NBI Rating 27960 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 10 Description 74ft., 34ft. STEEL I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0699NX H Index 94.388 Latitude 35:27:45 Longitude -97:32:52 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name PENN AVE. 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 27960 Vault Link http://plansrv1/bridgemaintvault/b27960 GIS FO/SD Meets Standards H Inv. Method 43.321 Latitude DD 35.4625 Longitude DD -97.54777778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 28143 x -10858968.950485 y 4226912.03133953
27959	5569 0678 X	27959	—	I-40 /UP R.R	LIME CREEK	5569F0678 X	(3)-12ft. X 10ft. X 1007ft. RCB W/ 8ft CURTAIN WALLS	2010	35.46194444	-97.55111111	37.999	0	—	3	0	16	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	110700	2022	5	Unmatched
Raw data OBJECTID 28142 BRKEY 27959 NBI No. 27959 On Under 1 Structure No. 5569 0678 X Control No. 069 Lane Ind. Milepoint 06780 Facility Carried I-40 /UP R.R Feature Intersected LIME CREEK Division 04 County 109 Location .8E OF MAY AVE. Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 4 Service Type Off 5 Vertical Clearance Y 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 110700 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 16 Fill RCB Appr. Roadway Width 252.001 Span Type Main M Material 1 - Concrete Design 19 Length 37.999 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 76.17 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 177120 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 9999 Min Measured Clearance 9999 NBI Rating 27959 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 10ft. X 1007ft. RCB W/ 8ft CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0678 X H Index 99.7268 Latitude 35:27:43 Longitude -97:33:04 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40, 2 RAMPS, FRONTAGE RDS. Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27959 Vault Link http://plansrv1/bridgemaintvault/b27959 GIS FO/SD Meets Standards H Inv. Method 76.17 Latitude DD 35.46194444 Longitude DD -97.55111111 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28142 x -10859340.0150832 y 4226836.1015777
27865	1937 3362 X	27865	—	S.H. 97	TURNER TP (I-44) UNDER	1937 3380 X	215 FT. SPAN , HYBRID STEEL	1997	36.011169	-96.111758	216.864	87.999	—	1	20	4	70	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	12000	2022	5	Unmatched
Raw data OBJECTID 28140 BRKEY 27865 NBI No. 27865 On Under 1 Structure No. 1937 3362 X Control No. Lane Ind. Milepoint Facility Carried S.H. 97 Feature Intersected TURNER TP (I-44) UNDER Division 08 County 037 Location 1.0 MI N OF SH 66 Sufficiency 98.3 Kind Hwy 3 Level Service 1 Route No. 00097 Service Type On 5 Service Type Off 1 Vertical Clearance Y 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 1997 ADT Total 12000 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 1 Road Width 70 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70 Span Type Main M Material 3 - Steel Design 02 Length 216.864 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 19200 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 2401 Max Measured Clearance 2409 Min Measured Clearance 2404 NBI Rating 27865 ODOT County 19 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 14.659 Description 215 FT. SPAN , HYBRID STEEL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1937 3380 X H Index 85.2457 Latitude 36:00:40.21 Longitude -96:06:42.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 97 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 80.70 NBI Text 27865 Vault Link http://plansrv1/bridgemaintvault/b27865 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 36.011169 Longitude DD -96.111758 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28140 x -10699111.9598063 y 4302158.3180704
27864	4134T0100 X	27864	—	TURNER TP (I-44)	N3300 UNDER	4134T0100 X	62ft. PC BEAM SPAN	2004	35.65685556	-97.12399444	63.999	84.501	—	1	30	4	81.401	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.2	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	T	24900	2022	5	Unmatched
Raw data OBJECTID 28139 BRKEY 27864 NBI No. 27864 On Under 1 Structure No. 4134T0100 X Control No. 034 Lane Ind. Milepoint 01000 Facility Carried TURNER TP (I-44) Feature Intersected N3300 UNDER Division 03 County 081 Location 17.4NE JCT I-35 Sufficiency 94.2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2004 ADT Total 24900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 81.401 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 82.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 63.999 Deck Width 84.501 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95.4 HS Inv. Rating Method 1 HS Inv. Method 57.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 39840 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1409 Max Measured Clearance 1409 Min Measured Clearance 1409 NBI Rating 27864 ODOT County 41 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 62ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4134T0100 X H Index 99.8846 Latitude 35:39:24.68 Longitude -97:07:26.38 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17.40 NBI Text 27864 Vault Link http://plansrv1/bridgemaintvault/b27864 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 35.65685556 Longitude DD -97.12399444 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28139 x -10811793.6048695 y 4253507.37347362
27774	4317 0116EX	27774	—	I-35 NB	U.S. 77 UNDER	4317F0116EX	51ft. - 83ft. - 51ft. TYPE III PC BEAM SPANS	2005	33.73798333	-97.14564167	185	60	—	3	0	2	57.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	19750	2022	5	Unmatched
Raw data OBJECTID 28135 BRKEY 27774 NBI No. 27774 On Under 1 Structure No. 4317 0116EX Control No. 017 Lane Ind. E Milepoint 01160 Facility Carried I-35 NB Feature Intersected U.S. 77 UNDER Division 07 County 085 Location 1.2 MI N TX S/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2005 ADT Total 19750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 57.001 Ref. Underclearance Rt. H Underclearance Right 12.333 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 57.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 185 Deck Width 60 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 94 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31600 Future ADT Year 2042 Bypass Detour 0.1 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 1807 Min Measured Clearance 1701 NBI Rating 27774 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 51ft. - 83ft. - 51ft. TYPE III PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317F0116EX H Index 99.4765 Latitude 33:44:16.74 Longitude -97:08:44.31 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 102 NBI Text 27774 Vault Link http://plansrv1/bridgemaintvault/b27774 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 33.73798333 Longitude DD -97.14564167 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28135 x -10814203.3634902 y 3993673.61674524
27773	4317 0116WX	27773	—	I-35 SB	U.S. 77 UNDER	4317F0116WX	51ft. - 83ft. - 51ft. TYPE III PC BEAM SPANS	2006	33.73836944	-97.14606111	185	60	—	3	0	2	57.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	19600	2022	5	Unmatched
Raw data OBJECTID 28134 BRKEY 27773 NBI No. 27773 On Under 1 Structure No. 4317 0116WX Control No. 017 Lane Ind. W Milepoint 01160 Facility Carried I-35 SB Feature Intersected U.S. 77 UNDER Division 07 County 085 Location 1.2 MI N TX S/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2006 ADT Total 19600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 57.001 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 57.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 185 Deck Width 60 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 94 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31360 Future ADT Year 2042 Bypass Detour 0.1 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 1711 Min Measured Clearance 1701 NBI Rating 27773 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 51ft. - 83ft. - 51ft. TYPE III PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317F0116WX H Index 99.3453 Latitude 33:44:18.13 Longitude -97:08:45.82 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 103 NBI Text 27773 Vault Link http://plansrv1/bridgemaintvault/b27773 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 33.73836944 Longitude DD -97.14606111 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28134 x -10814250.0553374 y 3993725.30311252
27772	3625 1501 X	27772	—	S.H. 11 W.B.	I-35 UNDER	3625F1501 X	2-119ft. PLATE GIRDER SPANS W/ 38ft. CLR.RDY. & F-SHAPED PARAPETS	2006	36.81137222	-97.34202778	238.002	41.001	—	2	0	2	38.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 28133 BRKEY 27772 NBI No. 27772 On Under 1 Structure No. 3625 1501 X Control No. Lane Ind. Milepoint Facility Carried S.H. 11 W.B. Feature Intersected I-35 UNDER Division 04 County 071 Location 8 MI N I-35 & US 60 JCT Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 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 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 238.002 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N 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 4000 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 N Existing Posting 1607 Max Measured Clearance 1705 Min Measured Clearance 1610 NBI Rating 27772 ODOT County 36 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 2-119ft. PLATE GIRDER SPANS W/ 38ft. CLR.RDY. & F-SHAPED PARAPETS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625F1501 X H Index 89.7143 Latitude 36:48:40.94 Longitude -97:20:31.3 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 11 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 27772 Vault Link http://plansrv1/bridgemaintvault/b27772 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.81137222 Longitude DD -97.34202778 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28133 x -10836064.9652543 y 4412847.01947084
27771	3625 1500 X	27771	—	S.H. 11 E.B.	I-35 UNDER	3625F1500 X	2-119ft. PLATE GIRDER SPANS W/ 38ft. CLR.RDY., F-SHAPED PARAPET	2007	36.811161	-97.342039	238.002	41.001	—	2	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	2500	2022	5	Unmatched
Raw data OBJECTID 28132 BRKEY 27771 NBI No. 27771 On Under 1 Structure No. 3625 1500 X Control No. Lane Ind. Milepoint Facility Carried S.H. 11 E.B. Feature Intersected I-35 UNDER Division 04 County 071 Location 8 MI N. JCT I-35 & US60 Sufficiency 98.7 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2007 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 15.699 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 238.002 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N 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 4000 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1708 Min Measured Clearance 1703 NBI Rating 27771 ODOT County 36 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 2-119ft. PLATE GIRDER SPANS W/ 38ft. CLR.RDY., F-SHAPED PARAPET Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625F1500 X H Index 90.3268 Latitude 36:48:40.18 Longitude -97:20:31.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 11 E.B. 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 27771 Vault Link http://plansrv1/bridgemaintvault/b27771 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.811161 Longitude DD -97.342039 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 28132 x -10836066.214259 y 4412817.65086667
27769	6103 0617 X	27769	—	HEREFORD LN	U.S. 69 UNDER	6103F0617 X	126ft. - 121ft. STEEL PLATE GIRDER SK 4.5°	2008	34.95648889	-95.724775	247.5	42.201	—	2	5	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	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)	C	500	2022	5	Unmatched
Raw data OBJECTID 28130 BRKEY 27769 NBI No. 27769 On Under 1 Structure No. 6103 0617 X Control No. Lane Ind. Milepoint Facility Carried HEREFORD LN Feature Intersected U.S. 69 UNDER Division 02 County 121 Location 2.26 n of 270 Sufficiency 95.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 5 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 247.5 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 N Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 38.3 HS Inv. Rating Method 3 HS Inv. Method 29.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 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 1711 Min Measured Clearance 1610 NBI Rating 27769 ODOT County 61 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 126ft. - 121ft. STEEL PLATE GIRDER SK 4.5° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6103F0617 X H Index 96.4842 Latitude 34:57:23.36 Longitude -95:43:29.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name HEREFORD LN Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 019A NBI Text 27769 Vault Link http://plansrv1/bridgemaintvault/b27769 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 34.95648889 Longitude DD -95.724775 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28130 x -10656033.2093007 y 4157969.72899491
28053	6340 0530 X	28053	—	I-40	DEER CREEK	6340F0530 X	3-16ft. X 16ft. X 650ft. RCB SK 40 DEG RF	2007	35.37632778	-97.04829167	52.001	0	—	3	40	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	34400	2022	5	Unmatched
Raw data OBJECTID 28129 BRKEY 28053 NBI No. 28053 On Under 1 Structure No. 6340 0530 X Control No. 040 Lane Ind. Milepoint 05300 Facility Carried I-40 Feature Intersected DEER CREEK Division 03 County 125 Location 5.3E OF OK C/L Sufficiency 82.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2007 ADT Total 34400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 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 8 Appr. Roadway Width 46.001 Span Type Main M Material 1 - Concrete Design 19 Length 52.001 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 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 55040 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 28053 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16ft. X 16ft. X 650ft. RCB SK 40 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6340F0530 X H Index 99.0862 Latitude 35:22:34.78 Longitude -97:02:53.85 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 -1 NBI Text 28053 Vault Link http://plansrv1/bridgemaintvault/b28053 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 35.37632778 Longitude DD -97.04829167 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28129 x -10803366.4110615 y 4215140.91946976
27958	5569 0677 XR	27958	—	I-40 EB RAMP W-N	I-40/RENO AVE/ RR UNDER	5569F0677 XR	179ft.-167ft.-138.3ft.-108.2ft.-102.95ft. POST TENS. BOX GIRDER SPANS	2013	35.46111111	-97.5525	1483.392	41	—	5	99	2	37.999	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	4300	2022	5	Unmatched
Raw data OBJECTID 28123 BRKEY 27958 NBI No. 27958 On Under 1 Structure No. 5569 0677 XR Control No. Lane Ind. Milepoint Facility Carried I-40 EB RAMP W-N Feature Intersected I-40/RENO AVE/ RR UNDER Division 04 County 109 Location .75E OF MAY AVE. Sufficiency 99 Kind Hwy 8 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2013 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 99 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 1483.392 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 37400 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 1908 Min Measured Clearance 1700 NBI Rating 27958 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 179ft.-167ft.-138.3ft.-108.2ft.-102.95ft. POST TENS. BOX GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0677 XR H Index 99.7313 Latitude 35:27:40 Longitude -97:33:09 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-40 EB RAMP W-N TO BLVD 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 NBI Text 27958 Vault Link http://plansrv1/bridgemaintvault/b27958 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.46111111 Longitude DD -97.5525 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28123 x -10859494.6256108 y 4226722.20928494
27957	5569 0673 XR	27957	—	I-40 WB RAMP N-W	I-40 RAMP/RENO AVE. UND	5569F0673 XR	89.6ft.-123.1ft.-2(119.5ft.)-128.5ft.-127ft.-2(85.9ft.)-67.7ft.-68.5ft.-50.9ft. TYPE IV & BULB TEE PC BEAM SPANS	2013	35.4625	-97.552778	1066.106	41.001	—	11	43	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	4300	2022	5	Unmatched
Raw data OBJECTID 28122 BRKEY 27957 NBI No. 27957 On Under 1 Structure No. 5569 0673 XR Control No. 069 Lane Ind. Milepoint 06730 Facility Carried I-40 WB RAMP N-W Feature Intersected I-40 RAMP/RENO AVE. UND Division 04 County 109 Location .75E OF MAY AVE. Sufficiency 99 Kind Hwy 8 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2013 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 43 No. Main Spans 11 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 11.001 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 1066.106 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 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 68 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 37400 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 2003 Min Measured Clearance 1703 NBI Rating 27957 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 89.6ft.-123.1ft.-2(119.5ft.)-128.5ft.-127ft.-2(85.9ft.)-67.7ft.-68.5ft.-50.9ft. TYPE IV & BULB TEE PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5569F0673 XR H Index 99.7921 Latitude 35:27:45 Longitude -97:33:10 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB RAMP N-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 27957 Vault Link http://plansrv1/bridgemaintvault/b27957 GIS FO/SD Meets Standards H Inv. Method 37 Latitude DD 35.4625 Longitude DD -97.552778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28122 x -10859525.5724293 y 4226912.03133953
27956	5569 0656 XR	27956	—	I-40 EB RAMP	AGNEW AVE. UNDER	5569F0656 XR	56ft.-112ft.-56ft. PC BEAM SPANS SK 25 DEG LF	2009	35.461111	-97.555833	222.884	41.001	—	3	27	2	38.009	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)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	10000	2022	5	Unmatched
Raw data OBJECTID 28121 BRKEY 27956 NBI No. 27956 On Under 1 Structure No. 5569 0656 XR Control No. 069 Lane Ind. Milepoint 06560 Facility Carried I-40 EB RAMP Feature Intersected AGNEW AVE. UNDER Division 04 County 109 Location .5E OF MAY AVE. Sufficiency 96.9 Kind Hwy 3 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.009 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 2009 ADT Total 10000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 27 No. Main Spans 3 Road Width 38.009 Ref. Underclearance Rt. H Underclearance Right 5.981 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.009 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 222.884 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 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 78 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.621371 School Bus Rte. 2 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance 1710 Min Measured Clearance 1702 NBI Rating 27956 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 56ft.-112ft.-56ft. PC BEAM SPANS SK 25 DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5569F0656 XR H Index 98.1741 Latitude 35:27:40 Longitude -97:33:21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 EB OFF-RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 27956 Vault Link http://plansrv1/bridgemaintvault/b27956 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.461111 Longitude DD -97.555833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28121 x -10859865.6534736 y 4226722.19425117
27955	5569 0655SX	27955	—	I-40 EB	AGNEW AVE. UNDER	5569F0655SX	53ft.-108ft.-53ft. PC BEAM SPANS	2009	35.461389	-97.555833	212.979	89.003	—	3	21	5	85.997	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	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	11 - Principal Arterial Interstate (Rural)	A	55350	2022	5	Unmatched
Raw data OBJECTID 28120 BRKEY 27955 NBI No. 27955 On Under 1 Structure No. 5569 0655SX Control No. 069 Lane Ind. S Milepoint 06550 Facility Carried I-40 EB Feature Intersected AGNEW AVE. UNDER Division 04 County 109 Location .5E OF MAY AVE. Sufficiency 95.6 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 85.997 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 2009 ADT Total 55350 ADT Year 2022 Design Load NO VALUE GIVEN Skew 21 No. Main Spans 3 Road Width 85.997 Ref. Underclearance Rt. H Underclearance Right 6.01 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 85.997 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.979 Deck Width 89.003 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 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 88560 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 Y Existing Posting -1 Max Measured Clearance 1907 Min Measured Clearance 1904 NBI Rating 27955 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 53ft.-108ft.-53ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0655SX H Index 99.399 Latitude 35:27:41 Longitude -97:33:21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27955 Vault Link http://plansrv1/bridgemaintvault/b27955 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 35.461389 Longitude DD -97.555833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28120 x -10859865.6534736 y 4226760.18874081
27855	5216 0286 X	27855	—	S.H. 15	CREEK	5216F0286 X	105ft. TYPE IV P.C. BEAM SPAN W/ TR-3 RAILS SK 15 DEG LF	2010	36.53516111	-97.41011111	106.467	42.133	—	1	15	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	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	660	2022	5	Unmatched
Raw data OBJECTID 28113 BRKEY 27855 NBI No. 27855 On Under 1 Structure No. 5216 0286 X Control No. 016 Lane Ind. Milepoint 02860 Facility Carried S.H. 15 Feature Intersected CREEK Division 04 County 103 Location 2.8E OF GARFIELD C/L Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00015 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 2010 ADT Total 660 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 106.467 Deck Width 42.133 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 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1056 Future ADT Year 2042 Bypass Detour 19 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 27855 ODOT County 52 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 105ft. TYPE IV P.C. BEAM SPAN W/ TR-3 RAILS SK 15 DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5216F0286 X H Index 97.3691 Latitude 36:32:06.58 Longitude -97:24:36.4 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 27855 Vault Link http://plansrv1/bridgemaintvault/b27855 GIS FO/SD Meets Standards H Inv. Method 37 Latitude DD 36.53516111 Longitude DD -97.41011111 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28113 x -10843643.9668814 y 4374510.78826071
27948	5569 0941 X	27948	—	I-40 / SLWC R.R.	CREEK	5569F0941 X	3 - 10ft. X 5ft. RCB TRANSITIONING TO 2 ft.Yft. BRANCHES (2 - 10ft. X 5ft. RCB AND (1) - 5ft. X 5ft. RCB)	2011	35.45777778	-97.50638889	42.001	0	—	3	45	10	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	107300	2022	5	Unmatched
Raw data OBJECTID 28095 BRKEY 27948 NBI No. 27948 On Under 1 Structure No. 5569 0941 X Control No. 069 Lane Ind. Milepoint 09410 Facility Carried I-40 / SLWC R.R. Feature Intersected CREEK Division 04 County 109 Location .4E OF SHIELDS 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 2011 ADT Total 107300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 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 Appr. Roadway Width 160 Span Type Main M Material 1 - Concrete Design 19 Length 42.001 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 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 70.217 HS Inv. Rating Method 3 HS Inv. Method 54.234 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 171680 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 27948 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3 - 10ft. X 5ft. RCB TRANSITIONING TO 2 ft.Yft. BRANCHES (2 - 10ft. X 5ft. RCB AND (1) - 5ft. X 5ft. RCB) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0941 X H Index 98.2263 Latitude 35:27:28 Longitude -97:30:23 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 27948 Vault Link http://plansrv1/bridgemaintvault/b27948 GIS FO/SD Meets Standards H Inv. Method 54.234 Latitude DD 35.45777778 Longitude DD -97.50638889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28095 x -10854361.5603257 y 4226266.65054536
27854	5216 0265 X	27854	—	S.H. 15	CREEK	5216F0265 X	100ft. PC BEAM SPAN WITH TR-4 RAILS	2010	36.53514722	-97.41380556	101.457	42.133	—	1	15	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	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	660	2022	5	Unmatched
Raw data OBJECTID 28094 BRKEY 27854 NBI No. 27854 On Under 1 Structure No. 5216 0265 X Control No. 016 Lane Ind. Milepoint 02650 Facility Carried S.H. 15 Feature Intersected CREEK Division 04 County 103 Location 2.8E OF GARFIELD C/L Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00015 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 2010 ADT Total 660 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 101.457 Deck Width 42.133 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 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 75 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1056 Future ADT Year 2042 Bypass Detour 19 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 27854 ODOT County 52 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 100ft. PC BEAM SPAN WITH TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5216F0265 X H Index 97.2493 Latitude 36:32:06.53 Longitude -97:24:49.7 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 NBI Text 27854 Vault Link http://plansrv1/bridgemaintvault/b27854 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 36.53514722 Longitude DD -97.41380556 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28094 x -10844055.2311742 y 4374508.8638754
27759	0954 0436 X	27759	—	S.H. 4 (MUSTANG RD	MUSTANG CREEK TRIB.	0954 0436 X	3-10ft. X 8ft. X 130ft. RCB SK 30 DEG LF W/ 73ft. CLR.RDY.	1996	35.454375	-97.72455	37.001	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	76.1	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 28085 BRKEY 27759 NBI No. 27759 On Under 1 Structure No. 0954 0436 X Control No. 054 Lane Ind. Milepoint 04360 Facility Carried S.H. 4 (MUSTANG RD Feature Intersected MUSTANG CREEK TRIB. Division 04 County 017 Location 4.3 MI N OF SH 152 Sufficiency 76.1 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 72.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1996 ADT Total 17100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 37.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 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 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 27759 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 3-10ft. X 8ft. X 130ft. RCB SK 30 DEG LF W/ 73ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0954 0436 X H Index 96.1236 Latitude 35:27:15.75 Longitude -97:43:28.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 4 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27759 Vault Link http://plansrv1/bridgemaintvault/b27759 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.454375 Longitude DD -97.72455 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28085 x -10878647.1440018 y 4225801.61969868
27947	5569 0927 X	27947	—	I-40 & R.R.	CREEK	5569F0927 X	2 - 12ft. X 6ft. RCB TRANSITIONING TO 2 Y BRANCHES, SK 30 DEG LF	2010	35.45694444	-97.50777778	32.001	0	—	2	40	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	107300	2022	5	Unmatched
Raw data OBJECTID 28076 BRKEY 27947 NBI No. 27947 On Under 1 Structure No. 5569 0927 X Control No. 069 Lane Ind. Milepoint 09270 Facility Carried I-40 & R.R. Feature Intersected CREEK Division 04 County 109 Location .25E OF SHIELDS 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 107300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 10 Fill RCB Appr. Roadway Width 160 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 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 65.477 HS Inv. Rating Method 3 HS Inv. Method 50.486 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 171680 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 27947 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2 - 12ft. X 6ft. RCB TRANSITIONING TO 2 Y BRANCHES, SK 30 DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0927 X H Index 100 Latitude 35:27:25 Longitude -97:30:28 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 27947 Vault Link http://plansrv1/bridgemaintvault/b27947 GIS FO/SD Meets Standards H Inv. Method 50.486 Latitude DD 35.45694444 Longitude DD -97.50777778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28076 x -10854516.1708533 y 4226152.76278478
27946	5569 0902 X	27946	—	BNSF R.R.	I-40 / U.P. R.R. UNDER	5569F0902 X	56.25ft. TYPE IV PCB, 128.5ft.STEEL PLATE GIRDER, 2 - 61.75ft. TYPE IV PCB, 158.5ft. STEEL PLATE GIRDER, 129ft. STEEL PLATE GIRDER, 56.25ft. TYPE IV PCB, 71ft. TYPE IV PCB, 36ft. TYPE IV PCB SPANS	2010	35.455	-97.512778	722.999	40	—	3	0	9	166.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Other (9)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	107300	2022	5	Unmatched
Raw data OBJECTID 28075 BRKEY 27946 NBI No. 27946 On Under A Structure No. 5569 0902 X Control No. 069 Lane Ind. Milepoint 09020 Facility Carried BNSF R.R. Feature Intersected I-40 / U.P. R.R. UNDER Division 04 County 109 Location 150' EAST I-40 & SHIELDS Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 2 Service Type Off 4 Vertical Clearance Y 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 2010 ADT Total 107300 ADT Year 2022 Design Load Railroad Skew 0 No. Main Spans 3 Road Width 166.001 Ref. Underclearance Rt. H Underclearance Right 21.998 Underclearance Left 10.01 Deck Structure Type 9 No. Lanes 9 Fill RCB Appr. Roadway Width 166.001 Span Type Main M Material 3 - Steel Design 02 Length 722.999 Deck Width 40 Bridge Open Closed ! 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 N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting ! 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 171680 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 1706 Max Measured Clearance 2007 Min Measured Clearance 1709 NBI Rating 27946 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 56.25ft. TYPE IV PCB, 128.5ft.STEEL PLATE GIRDER, 2 - 61.75ft. TYPE IV PCB, 158.5ft. STEEL PLATE GIRDER, 129ft. STEEL PLATE GIRDER, 56.25ft. TYPE IV PCB, 71ft. TYPE IV PCB, 36ft. TYPE IV PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0902 X H Index 99.3656 Latitude 35:27:18 Longitude -97:30:46 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 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 27946 Vault Link http://plansrv1/bridgemaintvault/b27946 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.455 Longitude DD -97.512778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28075 x -10855072.7927975 y 4225887.03199743
27945	5569 0841 X	27945	—	I-40 / R.R.	CREEK	5569F0841 X	(2) -12ft. X 12ft. X 579ft. RCB TRANSITIONING TO 13ft.-9ft. HORSESHOE ARCH EACH END	2010	35.456667	-97.523333	25	0	—	2	99	10	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	110700	2022	5	Unmatched
Raw data OBJECTID 28074 BRKEY 27945 NBI No. 27945 On Under 1 Structure No. 5569 0841 X Control No. 069 Lane Ind. Milepoint 08410 Facility Carried I-40 / R.R. Feature Intersected CREEK Division 04 County 109 Location 1.4E 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 110700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 99 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 10 Fill RCB Appr. Roadway Width 160 Span Type Main M Material 1 - Concrete Design 19 Length 25 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 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 99.869 HS Inv. Rating Method 3 HS Inv. Method 79.697 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 177120 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 27945 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) -12ft. X 12ft. X 579ft. RCB TRANSITIONING TO 13ft.-9ft. HORSESHOE ARCH EACH END Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569F0841 X H Index 98.8899 Latitude 35:27:24 Longitude -97:31:24 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 27945 Vault Link http://plansrv1/bridgemaintvault/b27945 GIS FO/SD Meets Standards H Inv. Method 76.611 Latitude DD 35.456667 Longitude DD -97.523333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28074 x -10856247.7700229 y 4226114.84692551
27944	0906 0105 X	27944	—	S.H. 66	SIX MILE CREEK	0906F0105 X	40ft.-40ft.-40ft. TYPE II PC BEAM SPANS X 80ft. CLR.RDY. W/TR4	2008	35.50790833	-97.91850556	120.499	83.002	—	3	0	2	80	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5400	2022	5	Unmatched
Raw data OBJECTID 28073 BRKEY 27944 NBI No. 27944 On Under 1 Structure No. 0906 0105 X Control No. 006 Lane Ind. Milepoint 01050 Facility Carried S.H. 66 Feature Intersected SIX MILE CREEK Division 04 County 017 Location 1.2 MI. E. JCT. US81 Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 80 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2008 ADT Total 5400 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 2 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.499 Deck Width 83.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8640 Future ADT Year 2042 Bypass Detour 11.79997 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 27944 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-40ft.-40ft. TYPE II PC BEAM SPANS X 80ft. CLR.RDY. W/TR4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0906F0105 X H Index 97.9283 Latitude 35:30:28.47 Longitude -97:55:06.62 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 NBI Text 27944 Vault Link http://plansrv1/bridgemaintvault/b27944 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.50790833 Longitude DD -97.91850556 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 28073 x -10900238.1781775 y 4233119.87479202
28308	0802 0733 X	28308	—	U.S. 62	CREEK	-1	3-10 X 6 X 116 RCB SKEW 90.	2013	34.94083333	-98.35638889	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 28071 BRKEY 28308 NBI No. 28308 On Under 1 Structure No. 0802 0733 X Control No. 002 Lane Ind. Milepoint 07330 Facility Carried U.S. 62 Feature Intersected CREEK Division 07 County 015 Location 2.9 MI N JCT. SH-19 Sufficiency 95.3 Kind Hwy 2 Level Service 1 Route No. 00062 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 06 - Minor Arterial (Rural) Year Built 2013 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 31.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance N Min Measured Clearance N NBI Rating 28308 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10 X 6 X 116 RCB SKEW 90. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:56:27 Longitude -98:21:23 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04 NBI Text 28308 Vault Link http://plansrv1/bridgemaintvault/b28308 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.94083333 Longitude DD -98.35638889 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28071 x -10948983.1275 y 4155843.53405224
28307	0802 0613 X	28307	—	U.S. 62	BOX ELDER CREEK	-1	50-100-50 PC BEAM 40 CLR. RDY.	2009	34.92368056	-98.356675	200	42.402	—	3	0	2	40.2	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.4	Good (7)	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	2100	2022	5	Unmatched
Raw data OBJECTID 28070 BRKEY 28307 NBI No. 28307 On Under 1 Structure No. 0802 0613 X Control No. 002 Lane Ind. Milepoint 06130 Facility Carried U.S. 62 Feature Intersected BOX ELDER CREEK Division 07 County 015 Location 2.0 MI N JCT. SH-19 Sufficiency 99.4 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 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 200 Deck Width 42.402 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 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 3 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 28307 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 50-100-50 PC BEAM 40 CLR. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 98.5496 Latitude 34:55:25.25 Longitude -98:21:24.03 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 03 NBI Text 28307 Vault Link http://plansrv1/bridgemaintvault/b28307 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.92368056 Longitude DD -98.356675 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28070 x -10949014.9771195 y 4153514.46767308
28209	2407 0207 X	28209	—	U.P. R.R.	U.S. 64 UNDER	-1	2 - 43.5ft. I-BM SPANS W/ STEEL & BALLASTED DECK SK LF 60 DEG 54MIN	1962	36.41985278	-97.86659722	87.001	17.999	—	2	30	4	51.998	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Steel plate (orthotropic) (5)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	14 - Other Principal Arterial (Urban)	H	5700	2022	5	Unmatched
Raw data OBJECTID 28062 BRKEY 28209 NBI No. 28209 On Under 2 Structure No. 2407 0207 X Control No. 007 Lane Ind. Milepoint 02070 Facility Carried U.P. R.R. Feature Intersected U.S. 64 UNDER Division 04 County 047 Location 2.5 MI SE JCT 64 N Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 2 Service Type Off 1 Vertical Clearance N Horizontal Clearance 34.58 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1962 ADT Total 5700 ADT Year 2022 Design Load Railroad Skew 30 No. Main Spans 2 Road Width 51.998 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 3.1 Deck Structure Type 5 No. Lanes 4 Fill RCB Appr. Roadway Width 51.998 Span Type Main M Material 3 - Steel Design 02 Length 87.001 Deck Width 17.999 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 2 Bridge Posting 0 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 9120 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 Y Existing Posting 1408 Max Measured Clearance 1506 Min Measured Clearance 1500 NBI Rating 28209 ODOT County 24 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 2.999 Rt. Curb SW 2.999 Description 2 - 43.5ft. I-BM SPANS W/ STEEL & BALLASTED DECK SK LF 60 DEG 54MIN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 36:25:11.47 Longitude -97:51:59.75 I257A _ I257B _ I257C _ I257D _ I257E _ I263 - Roadway Name U.S. 64 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28209 Vault Link http://plansrv1/bridgemaintvault/b28209 GIS FO/SD FO H Inv. Method 0 Latitude DD 36.41985278 Longitude DD -97.86659722 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28062 x -10894459.7682008 y 4358547.32133679
28208	2407 0206 X	28208	—	U.P. R.R.	U.S. 64 UNDER	-1	2 - 39ft. I-BM SPANS W/ STEEL & BALLASTED DECK SK 78 DEG 24ft. LF	1962	36.41985278	-97.86666389	78.002	18.002	—	2	12	4	52.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Steel plate (orthotropic) (5)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	14 - Other Principal Arterial (Urban)	H	5700	2022	5	Unmatched
Raw data OBJECTID 28061 BRKEY 28208 NBI No. 28208 On Under 2 Structure No. 2407 0206 X Control No. 007 Lane Ind. Milepoint 02060 Facility Carried U.P. R.R. Feature Intersected U.S. 64 UNDER Division 04 County 047 Location 2.5 MI SE JCT 64 N Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 2 Service Type Off 1 Vertical Clearance N Horizontal Clearance 34.491 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1962 ADT Total 5700 ADT Year 2022 Design Load Railroad Skew 12 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 3.1 Deck Structure Type 5 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 78.002 Deck Width 18.002 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 2 Bridge Posting 0 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 9120 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 Y Existing Posting 1408 Max Measured Clearance 1605 Min Measured Clearance 1511 NBI Rating 28208 ODOT County 24 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 8 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 2 - 39ft. I-BM SPANS W/ STEEL & BALLASTED DECK SK 78 DEG 24ft. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 36:25:11.47 Longitude -97:51:59.99 I257A _ I257B _ I257C _ I257D _ I257E _ I263 - Roadway Name U.S. 64 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28208 Vault Link http://plansrv1/bridgemaintvault/b28208 GIS FO/SD FO H Inv. Method 0 Latitude DD 36.41985278 Longitude DD -97.86666389 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28061 x -10894467.1898713 y 4358547.32133679
28207	5569 0865 X	28207	—	PEDESTRIAN	I-40 / R.R. UNDER	-1	(2) WELDED TRUSSES WITH TIMBER DECK - PEDESTRIAN BRIDGE	2011	35.455833	-97.517222	388	20	—	2	0	10	187.999	3 - Steel	Truss — Thru (10)	M	Wood or Timber (8)	!	-2	Not applicable (N)	Fair (5)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	K	110700	2022	5	Unmatched
Raw data OBJECTID 28060 BRKEY 28207 NBI No. 28207 On Under A Structure No. 5569 0865 X Control No. 069 Lane Ind. Milepoint 08650 Facility Carried PEDESTRIAN Feature Intersected I-40 / R.R. UNDER Division 04 County 109 Location 500' W. OF ROBINSON AVE. Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 3 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 97.001 Bridge System K Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2011 ADT Total 110700 ADT Year 2022 Design Load Pedestrian Skew 0 No. Main Spans 2 Road Width 187.999 Ref. Underclearance Rt. H Underclearance Right 10.801 Underclearance Left 11.601 Deck Structure Type 8 No. Lanes 10 Fill RCB Appr. Roadway Width 187.999 Span Type Main M Material 3 - Steel Design 10 Length 388 Deck Width 20 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting ! 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 177120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 2103 Min Measured Clearance 1905 NBI Rating 28207 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 7 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) WELDED TRUSSES WITH TIMBER DECK - PEDESTRIAN BRIDGE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 35:27:21 Longitude -97:31:02 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-40 UNDER Scour N Design Structure 10 - Truss - Thru FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28207 Vault Link http://plansrv1/bridgemaintvault/b28207 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.455833 Longitude DD -97.517222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28060 x -10855567.4966146 y 4226000.87054064
28395	5515R1195WX	28395	—	I-35 SB	DEEP FORK CR-SERVICE RD	5515 1195 X	(CONT.62ft.,75ft.,60ft.),2-39ft.,59ft.,46ft.,36ft.,58ft.,60ft.,55ft.,56ft. I-BM. SPANS SK. VARIES	1975	35.533206	-97.459747	647.116	53.999	—	12	40	3	52.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	59.6	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33150	2016	5	Unmatched
Raw data OBJECTID 28053 BRKEY 28395 NBI No. 28395 On Under 1 Structure No. 5515R1195WX Control No. 015 Lane Ind. W Milepoint 11950 Facility Carried I-35 SB Feature Intersected DEEP FORK CR-SERVICE RD Division 04 County 109 Location 4.6 MI N OF E JCT-I40 Sufficiency 59.6 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1975 ADT Total 33150 ADT Year 2016 Design Load HS 20 Skew 40 No. Main Spans 12 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 2.999 Underclearance Left 3.501 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 647.116 Deck Width 53.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.563 HS Inv. Rating Method 1 HS Inv. Method 49.494 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 53040 Future ADT Year 2036 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1901 Min Measured Clearance 1611 NBI Rating 28395 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (CONT.62ft.,75ft.,60ft.),2-39ft.,59ft.,46ft.,36ft.,58ft.,60ft.,55ft.,56ft. I-BM. SPANS SK. VARIES Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515 1195 X H Index 82.0576 Latitude 35:31:59.54 Longitude -97:27:35.09 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 S.B. Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28395 Vault Link http://plansrv1/bridgemaintvault/b28395 GIS FO/SD SD H Inv. Method 39.793 Latitude DD 35.533206 Longitude DD -97.459747 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28053 x -10849169.4088813 y 4236579.88114346
28394	2142 0507 X	28394	—	S.H. 127	DROWNING CREEK	-1	3 -50ft. TYPE II PCB SPANS W/32ft.CL.RDWY.	2008	36.47416389	-94.84114167	151.001	33.999	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.7	Very good (8)	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	430	2022	5	Unmatched
Raw data OBJECTID 28052 BRKEY 28394 NBI No. 28394 On Under 1 Structure No. 2142 0507 X Control No. 042 Lane Ind. Milepoint 05070 Facility Carried S.H. 127 Feature Intersected DROWNING CREEK Division 08 County 041 Location 5.2 MI. N.&W. OF U.S. 59 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 00127 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 430 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 151.001 Deck Width 33.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 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 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 688 Future ADT Year 2042 Bypass Detour 10.000001 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 28394 ODOT County 21 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 -50ft. TYPE II PCB SPANS W/32ft.CL.RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.7843 Latitude 36:28:26.99 Longitude -94:50:28.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 127 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 28394 Vault Link http://plansrv1/bridgemaintvault/b28394 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.47416389 Longitude DD -94.84114167 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 28052 x -10557667.5969571 y 4366063.27802227
28393	5567 1125 X	28393	—	U.S. 77 ( 2ND ST.)	CREEK	-1	13ft. -17ft. -13ft. X 8ft. X 87.5ft. RDWY RCB SKEW 30 DEG RF	2003	35.65259167	-97.441425	53.497	89.498	—	3	30	4	63.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	19000	2022	5	Unmatched
Raw data OBJECTID 28051 BRKEY 28393 NBI No. 28393 On Under 1 Structure No. 5567 1125 X Control No. 067 Lane Ind. Milepoint 11250 Facility Carried U.S. 77 ( 2ND ST.) Feature Intersected CREEK Division 04 County 109 Location 1.0 MI W. OF JCT I-35 Sufficiency 92.7 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 87.5 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 2003 ADT Total 19000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 63.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 3 Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 53.497 Deck Width 89.498 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.076 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 30400 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 28393 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 6.001 Rt. Curb SW 6.001 Description 13ft. -17ft. -13ft. X 8ft. X 87.5ft. RDWY RCB SKEW 30 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 97.7844 Latitude 35:39:09.33 Longitude -97:26:29.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 77 (2ND STREET) Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28393 Vault Link http://plansrv1/bridgemaintvault/b28393 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 35.65259167 Longitude DD -97.441425 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 28051 x -10847129.813171 y 4252923.21577886
28391	4502R0002SX	28391	—	U.S. 70	CLEAR CREEK	-1	3-100ft. PCB, 25 DEG SKEW RF, 38ft. CLR. RDY., EB	1901	35.31666667	-95.55972222	300	-1	—	3	25	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2004	5	Unmatched
Raw data OBJECTID 28049 BRKEY 28391 NBI No. 28391 On Under 1 Structure No. 4502R0002SX Control No. 002 Lane Ind. S Milepoint 00020 Facility Carried U.S. 70 Feature Intersected CLEAR CREEK Division 02 County 089 Location .02MI.E. CHOCTAW C/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2004 Design Load Other or Unknown Skew 25 No. Main Spans 3 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 5 - Prestressed Concrete Design 02 Length 300 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 _ 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 2024 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 28391 ODOT County 45 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 3-100ft. PCB, 25 DEG SKEW RF, 38ft. CLR. RDY., EB Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28391 Vault Link http://plansrv1/bridgemaintvault/b28391 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 28049 x -10637659.6178771 y 4206998.58465707
28206	5569 0850 X	28206	—	WALKER AVE.	I-40 / UP R.R. UNDER	-1	92ft. - 119ft. - 108ft. PC U-BEAM W/ 66ft. CLR.RDY.	2011	35.45611111	-97.52138889	319.449	87.999	—	3	2	2	46.001	5 - Prestressed Concrete	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 28042 BRKEY 28206 NBI No. 28206 On Under 1 Structure No. 5569 0850 X Control No. Lane Ind. Milepoint Facility Carried WALKER AVE. Feature Intersected I-40 / UP R.R. UNDER Division 04 County 109 Location .5 MILE S. OF WESTERN Sufficiency 92.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 46.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2011 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 2 No. Main Spans 3 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 12.011 Underclearance Left 11.601 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 66.001 Span Type Main M Material 5 - Prestressed Concrete Design 05 Length 319.449 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.9 HS Inv. Rating Method 3 HS Inv. Method 48 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8000 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 2108 Min Measured Clearance 1609 NBI Rating 28206 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 10 Description 92ft. - 119ft. - 108ft. PC U-BEAM W/ 66ft. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.5861 Latitude 35:27:22 Longitude -97:31:17 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name WALKER AVE. 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 28206 Vault Link http://plansrv1/bridgemaintvault/b28206 GIS FO/SD Meets Standards H Inv. Method 47.9 Latitude DD 35.45611111 Longitude DD -97.52138889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 28042 x -10856031.3526876 y 4226038.87757049
28205	6636 0340SXR	28205	—	I-44 /U.S. 412 RMP	CREEK	-1	3-10ft.X8ft.X131ft. RC BOX	2010	36.16190278	-95.75406111	33.999	0	—	3	0	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.9	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	11 - Principal Arterial Interstate (Rural)	A	33350	2022	5	Unmatched
Raw data OBJECTID 28041 BRKEY 28205 NBI No. 28205 On Under 1 Structure No. 6636 0340SXR Control No. 036 Lane Ind. S Milepoint 03400 Facility Carried I-44 /U.S. 412 RMP Feature Intersected CREEK Division 08 County 131 Location .3 MI.E.TULSA CO.LINE Sufficiency 87.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 25 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 33350 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 1 Fill RCB 8 Appr. Roadway Width 25 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 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 66.4 HS Inv. Rating Method 3 HS Inv. Method 51.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 53360 Future ADT Year 2042 Bypass Detour 4 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 28205 ODOT County 66 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X131ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name -1 H Index 98.3206 Latitude 36:09:42.85 Longitude -95:45:14.62 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44/U.S. 412 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28205 Vault Link http://plansrv1/bridgemaintvault/b28205 GIS FO/SD Meets Standards H Inv. Method 51.1 Latitude DD 36.16190278 Longitude DD -95.75406111 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 28041 x -10659293.3241532 y 4322921.8740899