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
17852	7408 0998 X	17852	Washington	U.S. 75	BRUSH CREEK	7408 0998 X	4-15ft.-15ft.X 300ft. R.C.BOX SK60 DEG.	1970	36.87301667	-95.93384167	76.115	0	—	4	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	64.9	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8800	2022	5	Unmatched
Raw data OBJECTID 17568 BRKEY 17852 NBI No. 17852 On Under 1 Structure No. 7408 0998 X Control No. 008 Lane Ind. Milepoint 09980 Facility Carried U.S. 75 Feature Intersected BRUSH CREEK Division 08 County 147 Location 9.9 MI N JCT US 60 E Sufficiency 64.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 8800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 25 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 76.115 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.4 HS Inv. Rating Method 1 HS Inv. Method 27.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14080 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17852 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-15ft.-15ft.X 300ft. R.C.BOX SK60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7408 0998 X H Index 93.9454 Latitude 36:52:22.86 Longitude -95:56:01.83 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17852 Vault Link http://plansrv1/bridgemaintvault/b17852 GIS FO/SD Meets Standards H Inv. Method 17.5 Latitude DD 36.87301667 Longitude DD -95.93384167 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17568 x -10679306.4045469 y 4421421.69786142
17942	0922 0060WX	17942	Canadian	U.S. 81 & S.H. 3	UP R.R. UNDER	0922 0060WX	75ft.,2-82ft.,75ft. CONT. PLATE GIRDER SPANS	1970	35.71695833	-97.97673333	315.945	40.699	—	4	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 17552 BRKEY 17942 NBI No. 17942 On Under 1 Structure No. 0922 0060WX Control No. 022 Lane Ind. W Milepoint 00600 Facility Carried U.S. 81 & S.H. 3 Feature Intersected UP R.R. UNDER Division 04 County 017 Location .6 MI SE KINGFISHER CL Sufficiency 97 Kind Hwy 3 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 12.7 Underclearance Left 18.8 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 315.945 Deck Width 40.699 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 8 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 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 5440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 2205 Min Measured Clearance 2204 NBI Rating 17942 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.,2-82ft.,75ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0060WX H Index 88.7281 Latitude 35:43:01.05 Longitude -97:58:36.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81& S.H. 3 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28A NBI Text 17942 Vault Link http://plansrv1/bridgemaintvault/b17942 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.71695833 Longitude DD -97.97673333 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17552 x -10906720.0638839 y 4261744.84150445
17941	0922 0060EX	17941	Canadian	U.S. 81 & S.H. 3	UP R.R. UNDER	0922 0060EX	75ft.,2-82ft.,75ft. CONT. PLATE GIRDER SPANS	1970	35.71736111	-97.97646111	315.945	40.699	—	4	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 17551 BRKEY 17941 NBI No. 17941 On Under 1 Structure No. 0922 0060EX Control No. 022 Lane Ind. E Milepoint 00600 Facility Carried U.S. 81 & S.H. 3 Feature Intersected UP R.R. UNDER Division 04 County 017 Location .6 MI SE KINGFISHER CL Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. R Underclearance Right 18.75 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 315.945 Deck Width 40.699 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 8 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 2210 Min Measured Clearance 2210 NBI Rating 17941 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.,2-82ft.,75ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0060EX H Index 77.0955 Latitude 35:43:02.5 Longitude -97:58:35.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 & S.H. 3 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28 NBI Text 17941 Vault Link http://plansrv1/bridgemaintvault/b17941 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.71736111 Longitude DD -97.97646111 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17551 x -10906689.7604922 y 4261800.06601823
17940	7302 0038 X	17940	Wagoner	U.S. 64	MOUNTAIN CREEK	7302 0038 X	50ft.,3-87ft. PRESTRESSE	1970	35.905533	-95.756444	312.008	45.801	—	4	60	2	42.799	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 17550 BRKEY 17940 NBI No. 17940 On Under 1 Structure No. 7302 0038 X Control No. 002 Lane Ind. Milepoint 00380 Facility Carried U.S. 64 Feature Intersected MOUNTAIN CREEK Division 01 County 145 Location 0.4 MI S E TULSA CO Sufficiency 68.3 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.799 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 1970 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 4 Road Width 42.799 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 312.008 Deck Width 45.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47.4 HS Inv. Rating Method 1 HS Inv. Method 28.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 17940 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.,3-87ft. PRESTRESSE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7302 0038 X H Index 96.6548 Latitude 35:54:19.92 Longitude -95:45:23.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17940 Vault Link http://plansrv1/bridgemaintvault/b17940 GIS FO/SD Meets Standards H Inv. Method 21.2 Latitude DD 35.905533 Longitude DD -95.756444 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17550 x -10659558.5862546 y 4287630.63185838
17939	3803 0015SX	17939	Kiowa	U.S. 62	OTTER CREEK	3803 0015SX	4-75ft. P/S CONC. BEAM SPANS	1970	34.63783056	-98.99857778	301.837	47.001	—	4	0	2	44.003	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1950	2022	5	Unmatched
Raw data OBJECTID 17549 BRKEY 17939 NBI No. 17939 On Under 1 Structure No. 3803 0015SX Control No. 003 Lane Ind. S Milepoint 00150 Facility Carried U.S. 62 Feature Intersected OTTER CREEK Division 05 County 075 Location 0.2 MI E TILLMAN C/L Sufficiency 96.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44.003 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 1950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 44.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17939 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-75ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3803 0015SX H Index 94.8267 Latitude 34:38:16.19 Longitude -98:59:54.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17939 Vault Link http://plansrv1/bridgemaintvault/b17939 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.63783056 Longitude DD -98.99857778 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17549 x -11020471.2677279 y 4114772.03674586
17938	0501 2078NX	17938	Beckham	I-40 WB	U.S. 283 UNDER	0501 2078NX	37ft.(2-105ft. CONT.)37ft. PLATE GIRDER SPANS, SK. 35 DEG. L.F.	1970	35.26295278	-99.64405556	291.995	40	—	2	35	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6500	2022	5	Unmatched
Raw data OBJECTID 17548 BRKEY 17938 NBI No. 17938 On Under 1 Structure No. 0501 2078NX Control No. 001 Lane Ind. N Milepoint 20780 Facility Carried I-40 WB Feature Intersected U.S. 283 UNDER Division 05 County 009 Location 13.4 MI E S.H. 30 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 38.999 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 291.995 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1509 NBI Rating 17938 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.(2-105ft. CONT.)37ft. PLATE GIRDER SPANS, SK. 35 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2078NX H Index 96.6153 Latitude 35:15:46.63 Longitude -99:38:38.6 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name 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 W NBI Text 17938 Vault Link http://plansrv1/bridgemaintvault/b17938 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.26295278 Longitude DD -99.64405556 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17548 x -11092325.5255159 y 4199673.04223369
17845	1216 1390 X	17845	Choctaw	S.H. 109	CREEK	1216 1390 X	(10.25ft. - (3) 12.5ft. - 10.25ft.) X 5ft. X 58ft. RCB	1970	33.93092778	-95.27809167	63.999	0	—	5	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	180	2022	5	Unmatched
Raw data OBJECTID 17544 BRKEY 17845 NBI No. 17845 On Under 1 Structure No. 1216 1390 X Control No. 016 Lane Ind. Milepoint 13900 Facility Carried S.H. 109 Feature Intersected CREEK Division 02 County 023 Location 13.90 E & N JCT US-271 Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00109 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 57.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1970 ADT Total 180 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 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 22.001 Span Type Main M Material 1 - Concrete Design 19 Length 63.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 91 HS Inv. Rating Method 1 HS Inv. Method 54.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 288 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17845 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (10.25ft. - (3) 12.5ft. - 10.25ft.) X 5ft. X 58ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1216 1390 X H Index 98.9001 Latitude 33:55:51.34 Longitude -95:16:41.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 109 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 031 NBI Text 17845 Vault Link http://plansrv1/bridgemaintvault/b17845 GIS FO/SD Meets Standards H Inv. Method 32.2 Latitude DD 33.93092778 Longitude DD -95.27809167 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17544 x -10606308.6484592 y 4019531.08113125
17937	0501 2078SX	17937	Beckham	I-40 EB	U.S. 283 UNDER	0501 2078SX	37ft.(2-105ft. CONT.)37ft. PLATE GIRDER SPANS, SK. 35 DEG. L.F.	1970	35.26252778	-99.64423889	291.995	39.501	—	2	35	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6650	2022	5	Unmatched
Raw data OBJECTID 17529 BRKEY 17937 NBI No. 17937 On Under 1 Structure No. 0501 2078SX Control No. 001 Lane Ind. S Milepoint 20780 Facility Carried I-40 EB Feature Intersected U.S. 283 UNDER Division 05 County 009 Location 13.4 MI E S.H. 30 Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 6650 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 39.101 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 291.995 Deck Width 39.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10640 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1600 NBI Rating 17937 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.(2-105ft. CONT.)37ft. PLATE GIRDER SPANS, SK. 35 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2078SX H Index 87.5708 Latitude 35:15:45.1 Longitude -99:38:39.26 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 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 W NBI Text 17937 Vault Link http://plansrv1/bridgemaintvault/b17937 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.26252778 Longitude DD -99.64423889 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17529 x -11092345.9337181 y 4199615.09977358
17936	0504 0184 X	17936	Beckham	CEMETERY RD.	I-40 UNDER	0504 0184 X	(2-101ft. CONT.)2-41ft. PLATE GIRDER SPANS	1970	35.33722222	-99.59361111	290.026	43.199	—	2	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	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)	A	1250	2022	5	Unmatched
Raw data OBJECTID 17528 BRKEY 17936 NBI No. 17936 On Under 1 Structure No. 0504 0184 X Control No. Lane Ind. Milepoint Facility Carried CEMETERY RD. Feature Intersected I-40 UNDER Division 05 County 009 Location 1.9 MI E I-40 BUS. Sufficiency 98.8 Kind Hwy 4 Level Service 1 Route No. 00516 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 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 1970 ADT Total 1250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 27.001 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 290.026 Deck Width 43.199 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 N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2000 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1708 Min Measured Clearance 1511 NBI Rating 17936 ODOT County 05 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 (2-101ft. CONT.)2-41ft. PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0504 0184 X H Index 59.4179 Latitude 35:20:14 Longitude -99:35:37 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name CEMETERY ROAD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17936 Vault Link http://plansrv1/bridgemaintvault/b17936 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.33722222 Longitude DD -99.59361111 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17528 x -11086710.0750285 y 4209803.25366093
17935	0501 2231 X	17935	Beckham	EW-120 CO. RD.	I-40 UNDER	0501 2231 X	33ft.(2-113ft. CONT.)33ft. PLATE GIRDER SPANS, SK. 22 DEG. L.F.	1970	35.27666667	-99.62444444	296.916	28.002	—	2	22	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	A	75	2022	5	Unmatched
Raw data OBJECTID 17527 BRKEY 17935 NBI No. 17935 On Under 1 Structure No. 0501 2231 X Control No. Lane Ind. Milepoint Facility Carried EW-120 CO. RD. Feature Intersected I-40 UNDER Division 05 County 009 Location 1.5 MI E U.S. 283 Sufficiency 88.1 Kind Hwy 4 Level Service 1 Route No. E1200 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1970 ADT Total 75 ADT Year 2022 Design Load H 15 Skew 22 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 47.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 296.916 Deck Width 28.002 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 120 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1806 Min Measured Clearance 1607 NBI Rating 17935 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.(2-113ft. CONT.)33ft. PLATE GIRDER SPANS, SK. 22 DEG. L.F. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2231 X H Index 81.6386 Latitude 35:16:36 Longitude -99:37:28 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name EW-120 CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17935 Vault Link http://plansrv1/bridgemaintvault/b17935 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.27666667 Longitude DD -99.62444444 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 17527 x -11090142.4256236 y 4201542.89132424
17934	0501 2339 X	17934	Beckham	S.H. 152	I-40 UNDER	0501 2339 X	(2-107ft. CONT.)2-35ft. PLATE GIRDER SPANS	1970	35.29166667	-99.61972222	285	42.999	—	2	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	2100	2022	5	Unmatched
Raw data OBJECTID 17526 BRKEY 17934 NBI No. 17934 On Under 1 Structure No. 0501 2339 X Control No. Lane Ind. Milepoint Facility Carried S.H. 152 Feature Intersected I-40 UNDER Division 05 County 009 Location 1.9 MI E U.S. 283 Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 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 1970 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 27.001 Underclearance Left 46.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 285 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 6.999983 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1911 Min Measured Clearance 1608 NBI Rating 17934 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2-107ft. CONT.)2-35ft. PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2339 X H Index 100 Latitude 35:17:30 Longitude -99:37:11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 152 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17934 Vault Link http://plansrv1/bridgemaintvault/b17934 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.29166667 Longitude DD -99.61972222 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17526 x -11089616.7504978 y 4203588.46036065
17933	0501 2438 X	17933	Beckham	EW-118 CO. RD.	I-40 UNDER	0501 2438 X	(2-108ft. CONT.)2-33ft. PLATE GIRDER SPANS, SK. 15 DEG. L.F.	1970	35.30583333	-99.61527778	288.058	32.999	—	2	15	2	30.502	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.1	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	A	150	2022	5	Unmatched
Raw data OBJECTID 17525 BRKEY 17933 NBI No. 17933 On Under 1 Structure No. 0501 2438 X Control No. Lane Ind. Milepoint Facility Carried EW-118 CO. RD. Feature Intersected I-40 UNDER Division 05 County 009 Location 3.6 MI E I-40 BUS. Sufficiency 93.1 Kind Hwy 4 Level Service 1 Route No. E1180 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30.502 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1970 ADT Total 150 ADT Year 2022 Design Load H 20 Skew 15 No. Main Spans 2 Road Width 30.502 Ref. Underclearance Rt. H Underclearance Right 27.001 Underclearance Left 45 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 4 - Steel Continuous Design 02 Length 288.058 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1608 Min Measured Clearance 1511 NBI Rating 17933 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (2-108ft. CONT.)2-33ft. PLATE GIRDER SPANS, SK. 15 DEG. L.F. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2438 X H Index 97.4286 Latitude 35:18:21 Longitude -99:36:55 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name EW-118 CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17933 Vault Link http://plansrv1/bridgemaintvault/b17933 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.30583333 Longitude DD -99.61527778 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 17525 x -11089121.9977001 y 4205520.73384622
17932	0501 2359 X	17932	Beckham	FARMRAIL FMRC R.R.	I-40 UNDER	0501 2359 X	33ft.,73ft.,66ft.,73ft.,33ft. THRU PLATE GIRDER SPANS, SK. 35 DEG., RAILROAD BRIDGE	1970	35.29453611	-99.61881944	284.121	8.999	—	5	25	4	56.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	01 - Principal Arterial Interstate (Rural)	H	14400	2022	5	Unmatched
Raw data OBJECTID 17524 BRKEY 17932 NBI No. 17932 On Under 2 Structure No. 0501 2359 X Control No. 001 Lane Ind. Milepoint 23590 Facility Carried FARMRAIL FMRC R.R. Feature Intersected I-40 UNDER Division 05 County 009 Location 1.9 MI E OF I-40 BUS Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 14400 ADT Year 2022 Design Load Railroad Skew 25 No. Main Spans 5 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 76.001 Span Type Main M Material 3 - Steel Design 02 Length 284.121 Deck Width 8.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting 0 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 23040 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1703 Min Measured Clearance 1511 NBI Rating 17932 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,73ft.,66ft.,73ft.,33ft. THRU PLATE GIRDER SPANS, SK. 35 DEG., RAILROAD BRIDGE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2359 X H Index -1 Latitude 35:17:40.33 Longitude -99:37:07.75 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-40 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17932 Vault Link http://plansrv1/bridgemaintvault/b17932 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.29453611 Longitude DD -99.61881944 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17524 x -11089516.2534879 y 4203979.81272228
17931	2546R1972 X	17931	Garvin	A.T. & S.F. R.R.	I-35 UNDER	2546R1972 X	32ft.-67ft.-62ft.-67ft.-32ft. CONT. PLATE GIRDER SPANS SK. 65 DEG. 30ft.	1970	35.31666667	-95.55972222	271.982	8.999	—	5	25	4	8.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	H	17500	1999	5	Unmatched
Raw data OBJECTID 17505 BRKEY 17931 NBI No. 17931 On Under 2 Structure No. 2546R1972 X Control No. 046 Lane Ind. Milepoint 19720 Facility Carried A.T. & S.F. R.R. Feature Intersected I-35 UNDER Division 03 County 049 Location 19.7 MI N MURRAY C/L Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 2 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 57.999 Bridge System H Owner 27 - Railroad Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 17500 ADT Year 1999 Design Load Railroad Skew 25 No. Main Spans 5 Road Width 8.999 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 18.701 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 7.999 Span Type Main M Material 3 - Steel Design 02 Length 271.982 Deck Width 8.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting 0 Waterway Adequacy N Approach Alignment N HS Operating Rating Method ! HS Operating Rating -1 HS Inv. Rating Method ! HS Inv. Method -1 H Operating Rating ! H Inv. Rating Method ! Future ADT 35000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17931 ODOT County 25 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-67ft.-62ft.-67ft.-32ft. CONT. PLATE GIRDER SPANS SK. 65 DEG. 30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2546R1972 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 UNDER 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 17931 Vault Link http://plansrv1/bridgemaintvault/b17931 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17505 x -10637659.6178771 y 4206998.58465707
17930	2546 1583 X	17930	Garvin	E1580 ROYAL OAKS	I-35 UNDER	2546 1583 X	105ft.-64ft.-105ft. CONT.	1970	34.72464722	-97.25433333	275.919	33.793	—	3	20	2	32.152	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Fair (5)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1750	2022	5	Unmatched
Raw data OBJECTID 17504 BRKEY 17930 NBI No. 17930 On Under 1 Structure No. 2546 1583 X Control No. Lane Ind. Milepoint Facility Carried E1580 ROYAL OAKS Feature Intersected I-35 UNDER Division 03 County 049 Location 5.0 MI N. S.H. 29 Sufficiency 84 Kind Hwy 4 Level Service 1 Route No. E1580 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 07 - Major Collector (Rural) Year Built 1970 ADT Total 1750 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. H Underclearance Right 29.856 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.982 Span Type Main M Material 4 - Steel Continuous Design 02 Length 275.919 Deck Width 33.793 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2800 Future ADT Year 2042 Bypass Detour 11.184681 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17930 ODOT County 25 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 105ft.-64ft.-105ft. CONT. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1583 X H Index 91.7588 Latitude 34:43:28.73 Longitude -97:15:15.6 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E1580 AIRLINE RD. 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 17930 Vault Link http://plansrv1/bridgemaintvault/b17930 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 34.72464722 Longitude DD -97.25433333 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17504 x -10826302.8637349 y 4126524.47609481
17929	2602 0827SX	17929	Grady	U.S. 62	LINE CREEK	2602 0827SX	80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS	1970	35.05520833	-97.95498889	263.1	42.799	—	3	45	2	41.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4150	2022	5	Unmatched
Raw data OBJECTID 17503 BRKEY 17929 NBI No. 17929 On Under 1 Structure No. 2602 0827SX Control No. 002 Lane Ind. S Milepoint 08270 Facility Carried U.S. 62 Feature Intersected LINE CREEK Division 07 County 051 Location 8.3 MI E CADDO CO Sufficiency 98.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 41.001 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 1970 ADT Total 4150 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 41.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 263.1 Deck Width 42.799 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17929 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 0827SX H Index 99.3669 Latitude 35:03:18.75 Longitude -97:57:17.96 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 05-26 NBI Text 17929 Vault Link http://plansrv1/bridgemaintvault/b17929 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.05520833 Longitude DD -97.95498889 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17503 x -10904299.4838956 y 4171386.26887568
17928	2602 0827NX	17928	Grady	U.S. 62	LINE CREEK	2602 0827NX	80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS	1970	35.055275	-97.95466944	262.1	42.799	—	3	45	2	41.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	3400	2022	5	Unmatched
Raw data OBJECTID 17502 BRKEY 17928 NBI No. 17928 On Under 1 Structure No. 2602 0827NX Control No. 002 Lane Ind. N Milepoint 08270 Facility Carried U.S. 62 Feature Intersected LINE CREEK Division 07 County 051 Location 8.3 MI E CADDO CO Sufficiency 98.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 41.001 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 1970 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 41.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.1 Deck Width 42.799 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17928 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-100ft.-80ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 0827NX H Index 99.3664 Latitude 35:03:18.99 Longitude -97:57:16.81 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 04-26 NBI Text 17928 Vault Link http://plansrv1/bridgemaintvault/b17928 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.055275 Longitude DD -97.95466944 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17502 x -10904263.9228842 y 4171395.3351873
17927	2546 1446 X	17927	Garvin	AIRLINE RD.	I-35 UNDER	2546 1446 X	99ft.-61ft.-99ft. CONT. PL	1970	34.70590278	-97.24534722	262.139	41.667	—	3	0	2	40.026	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.3	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	4250	2022	5	Unmatched
Raw data OBJECTID 17501 BRKEY 17927 NBI No. 17927 On Under 1 Structure No. 2546 1446 X Control No. Lane Ind. Milepoint Facility Carried AIRLINE RD. Feature Intersected I-35 UNDER Division 03 County 049 Location 4.1 MI N JCT SH 29 Sufficiency 93.3 Kind Hwy 4 Level Service 1 Route No. 02502 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 39.698 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 1970 ADT Total 4250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.026 Ref. Underclearance Rt. H Underclearance Right 29.856 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.139 Deck Width 41.667 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6800 Future ADT Year 2042 Bypass Detour 11.184681 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17927 ODOT County 25 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 99ft.-61ft.-99ft. CONT. PL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1446 X H Index 98.1581 Latitude 34:42:21.25 Longitude -97:14:43.25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name AIRLINE RD. 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 17927 Vault Link http://plansrv1/bridgemaintvault/b17927 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 34.70590278 Longitude DD -97.24534722 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17501 x -10825302.5345455 y 4123985.98311822
17926	2546 1696EX	17926	Garvin	I-35	S.H. 19 UNDER	2546 1696EX	2-124ft. CONT. PLATE G	1970	34.739114	-97.262425	251.969	39.698	—	2	36	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	17250	2022	5	Unmatched
Raw data OBJECTID 17500 BRKEY 17926 NBI No. 17926 On Under 1 Structure No. 2546 1696EX Control No. 046 Lane Ind. E Milepoint 16960 Facility Carried I-35 Feature Intersected S.H. 19 UNDER Division 03 County 049 Location 17 MI N MURRAY C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 17250 ADT Year 2022 Design Load HS 20 Skew 36 No. Main Spans 2 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 29.856 Underclearance Left 18.373 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.058 Span Type Main M Material 4 - Steel Continuous Design 02 Length 251.969 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17926 ODOT County 25 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-124ft. CONT. PLATE G Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1696EX H Index 92.2773 Latitude 34:44:20.81 Longitude -97:15:44.73 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17926 Vault Link http://plansrv1/bridgemaintvault/b17926 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.739114 Longitude DD -97.262425 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17500 x -10827203.624319 y 4128484.05431377
17831	3803 0513 X	17831	Kiowa	U.S. 62	CREEK	3803 0513 X	4-13ft. X 10ft. X 144ft. RDY. R.C.B.	1970	34.63790833	-98.91096111	56.001	0	—	4	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	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	4300	2022	5	Unmatched
Raw data OBJECTID 17494 BRKEY 17831 NBI No. 17831 On Under 1 Structure No. 3803 0513 X Control No. 003 Lane Ind. Milepoint 05130 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 075 Location 5.2 MI E TILLMAN C/L Sufficiency 85 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 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 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 56.001 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 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17831 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 0 Rt. Curb SW 0 Description 4-13ft. X 10ft. X 144ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3803 0513 X H Index 96.7 Latitude 34:38:16.47 Longitude -98:54:39.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17831 Vault Link http://plansrv1/bridgemaintvault/b17831 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.63790833 Longitude DD -98.91096111 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17494 x -11010717.8246385 y 4114782.55902162
17925	2546 1696WX	17925	Garvin	I-35	S.H. 19 UNDER	2546 1696WX	2-124ft. CONT. PLATE G	1970	34.739122	-97.263111	251.969	39.698	—	2	36	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	15900	2022	5	Unmatched
Raw data OBJECTID 17481 BRKEY 17925 NBI No. 17925 On Under 1 Structure No. 2546 1696WX Control No. 046 Lane Ind. W Milepoint 16960 Facility Carried I-35 Feature Intersected S.H. 19 UNDER Division 03 County 049 Location 17 MI N MURRAY C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1970 ADT Total 15900 ADT Year 2022 Design Load HS 20 Skew 36 No. Main Spans 2 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 29.856 Underclearance Left 18.373 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 251.969 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17925 ODOT County 25 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-124ft. CONT. PLATE G Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1696WX H Index 91.8486 Latitude 34:44:20.84 Longitude -97:15:47.2 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17925 Vault Link http://plansrv1/bridgemaintvault/b17925 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.739122 Longitude DD -97.263111 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17481 x -10827279.9894896 y 4128485.13803791
17924	7281 0793 X	17924	Tulsa	S.K. & O. R.R.	U.S. 169 UNDER	7281 0793 X	13ft.,14ft.,14ft.,4-64ft.,4-64ft.,14ft.,14ft.,13ft. I-BM. & PLATE GIRDE SPANS	1970	36.252831	-95.847511	258.858	18.999	—	4	0	4	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	H	56300	2022	5	Unmatched
Raw data OBJECTID 17480 BRKEY 17924 NBI No. 17924 On Under A Structure No. 7281 0793 X Control No. 081 Lane Ind. Milepoint 07930 Facility Carried S.K. & O. R.R. Feature Intersected U.S. 169 UNDER Division 08 County 143 Location 8 MI N JCT I-44 Sufficiency -2 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1970 ADT Total 56300 ADT Year 2022 Design Load Railroad Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 258.858 Deck Width 18.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 0 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 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 90080 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1800 Max Measured Clearance 1807 Min Measured Clearance 1804 NBI Rating 17924 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 13ft.,14ft.,14ft.,4-64ft.,4-64ft.,14ft.,14ft.,13ft. I-BM. & PLATE GIRDE SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 0793 X H Index 39.6254 Latitude 36:15:10.19 Longitude -95:50:51.04 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name U.S. 169 UNDER 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 17924 Vault Link http://plansrv1/bridgemaintvault/b17924 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.252831 Longitude DD -95.847511 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17480 x -10669696.1183227 y 4335466.52826587
17921	0922 0249NX	17921	Canadian	S.H. 3 WB	U.S. 81 UNDER	0922 0249NX	2-112ft. CONT. PLATE GIRDER SPANS SK.62 DEG.11ft.	1970	35.69471944	-97.95935	226.083	40.997	—	2	28	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4200	2022	5	Unmatched
Raw data OBJECTID 17477 BRKEY 17921 NBI No. 17921 On Under 1 Structure No. 0922 0249NX Control No. Lane Ind. Milepoint Facility Carried S.H. 3 WB Feature Intersected U.S. 81 UNDER Division 04 County 017 Location JCT. SH3 & US81 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 4200 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 2 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 32.999 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 226.083 Deck Width 40.997 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.5 HS Inv. Rating Method 1 HS Inv. Method 35.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1611 Min Measured Clearance 1607 NBI Rating 17921 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-112ft. CONT. PLATE GIRDER SPANS SK.62 DEG.11ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0249NX H Index 85.6679 Latitude 35:41:40.99 Longitude -97:57:33.66 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 3 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 17921 Vault Link http://plansrv1/bridgemaintvault/b17921 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 35.69471944 Longitude DD -97.95935 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17477 x -10904784.9604401 y 4258696.13632623
17920	0922 0249SX	17920	Canadian	S.H. 3 EB	U.S. 81 UNDER	0922 0249SX	2-112ft. CONT. PLATE GIRDER SPANS SK.62 DEG.11ft.	1970	35.69427222	-97.95935278	226.083	41.001	—	2	28	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4200	2022	5	Unmatched
Raw data OBJECTID 17476 BRKEY 17920 NBI No. 17920 On Under 1 Structure No. 0922 0249SX Control No. Lane Ind. Milepoint Facility Carried S.H. 3 EB Feature Intersected U.S. 81 UNDER Division 04 County 017 Location JCT. SH3 & US81 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 4200 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 2 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 32.001 Underclearance Left 15.6 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 226.083 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.5 HS Inv. Rating Method 1 HS Inv. Method 35.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1609 Min Measured Clearance 1608 NBI Rating 17920 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 2-112ft. CONT. PLATE GIRDER SPANS SK.62 DEG.11ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0922 0249SX H Index 86.6592 Latitude 35:41:39.38 Longitude -97:57:33.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 3 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 17920 Vault Link http://plansrv1/bridgemaintvault/b17920 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 35.69427222 Longitude DD -97.95935278 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17476 x -10904785.2699082 y 4258634.83614606
17830	3622 0194 X	17830	Kay	S.H. 11	LOST CREEK	3622 0194 X	(13ft.-17ft.-13ft.) X 8ft. X 84ft. R.C. BOX	1970	36.81152778	-97.24779444	51.601	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 17475 BRKEY 17830 NBI No. 17830 On Under 1 Structure No. 3622 0194 X Control No. 022 Lane Ind. Milepoint 01940 Facility Carried S.H. 11 Feature Intersected LOST CREEK Division 04 County 071 Location 1.7 MI E JCT US 177 Sufficiency 99.4 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 83.99 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 1970 ADT Total 2600 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 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 51.601 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.2 HS Inv. Rating Method 1 HS Inv. Method 47.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17830 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X 8ft. X 84ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0194 X H Index 98.1236 Latitude 36:48:41.5 Longitude -97:14:52.06 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17830 Vault Link http://plansrv1/bridgemaintvault/b17830 GIS FO/SD Meets Standards H Inv. Method 34.8 Latitude DD 36.81152778 Longitude DD -97.24779444 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17475 x -10825574.9578297 y 4412868.6490088
17988	6633 0227 X	17988	Rogers	S.H. 266	CROOKED CREEK	6633 0227 X	3-12ft.X10ft.X116ft. RCB W	1971	36.22955	-95.77534167	40	0	—	3	0	2	0	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)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	10800	2022	5	Unmatched
Raw data OBJECTID 17463 BRKEY 17988 NBI No. 17988 On Under 1 Structure No. 6633 0227 X Control No. 033 Lane Ind. Milepoint 02270 Facility Carried S.H. 266 Feature Intersected CROOKED CREEK Division 08 County 131 Location 2.2 MI E TULSA C/L Sufficiency 82 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1971 ADT Total 10800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 43.963 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 82.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17280 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17988 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X10ft.X116ft. RCB W Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6633 0227 X H Index 100 Latitude 36:13:46.38 Longitude -95:46:31.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 266 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17988 Vault Link http://plansrv1/bridgemaintvault/b17988 GIS FO/SD Meets Standards H Inv. Method 50.7 Latitude DD 36.22955 Longitude DD -95.77534167 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17463 x -10661662.2652562 y 4332253.2424707
17987	7286 0194 X	17987	Tulsa	U.S. 64	CREEK	7286 0194 X	3-10ft.X 10ft.X 151ft. R.C.BOX with 4 ft. curtain walls.	1971	36.15136111	-96.22073056	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	20700	2022	5	Unmatched
Raw data OBJECTID 17462 BRKEY 17987 NBI No. 17987 On Under 1 Structure No. 7286 0194 X Control No. 086 Lane Ind. Milepoint 01940 Facility Carried U.S. 64 Feature Intersected CREEK Division 08 County 143 Location 1.9 MI SE C/L Sufficiency 68.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1971 ADT Total 20700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 31.998 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 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 53.2 HS Inv. Rating Method 1 HS Inv. Method 31.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 33120 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17987 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 151ft. R.C.BOX with 4 ft. curtain walls. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0194 X H Index 98.3246 Latitude 36:09:04.9 Longitude -96:13:14.63 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17987 Vault Link http://plansrv1/bridgemaintvault/b17987 GIS FO/SD Meets Standards H Inv. Method 17.7 Latitude DD 36.15136111 Longitude DD -96.22073056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17462 x -10711242.729696 y 4321468.46438903
17919	3622 0110 X	17919	Kay	S.H. 11	CHIKASKIA RIVER O'FLOW	3622 0110 X	9-25ft. CONC. SLAB SPANS W/ TR-4 RAILS	1970	36.81163611	-97.26321389	225	46	—	9	0	2	43.833	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.6	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 17457 BRKEY 17919 NBI No. 17919 On Under 1 Structure No. 3622 0110 X Control No. 022 Lane Ind. Milepoint 01100 Facility Carried S.H. 11 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 1.1 MI E JCT US 177 Sufficiency 88.6 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 43.833 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 1970 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 43.833 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.833 Span Type Main M Material 1 - Concrete Design 01 Length 225 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17919 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-25ft. CONC. SLAB SPANS W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0110 X H Index 65.633 Latitude 36:48:41.89 Longitude -97:15:47.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17919 Vault Link http://plansrv1/bridgemaintvault/b17919 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.81163611 Longitude DD -97.26321389 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17457 x -10827291.443152 y 4412883.71156913
17918	3622 0085 X	17918	Kay	S.H. 11	CHIKASKIA RIVER O'FLOW	3622 0085 X	9-25ft. CONC. SLAB SPANS WITH TR-4 RAILS	1970	36.81160556	-97.26760833	225	46	—	9	0	2	43.833	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.4	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 17456 BRKEY 17918 NBI No. 17918 On Under 1 Structure No. 3622 0085 X Control No. 022 Lane Ind. Milepoint 00850 Facility Carried S.H. 11 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 0.9 MI E JCT US 177 Sufficiency 88.4 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 43.833 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 1970 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 43.833 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.833 Span Type Main M Material 1 - Concrete Design 01 Length 225 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17918 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-25ft. CONC. SLAB SPANS WITH TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0085 X H Index 64.4934 Latitude 36:48:41.78 Longitude -97:16:03.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17918 Vault Link http://plansrv1/bridgemaintvault/b17918 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.81160556 Longitude DD -97.26760833 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17456 x -10827780.6299752 y 4412879.46379426
17917	1603 1572NX	17917	Comanche	U.S. 62	BLUE BEAVER CREEK	1603 1572NX	64ft.-80ft.-64ft. CONT. PLATE GIRDER SPANS	1970	34.63103889	-98.55228333	210.958	42.031	—	3	45	2	40.03	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4000	2022	5	Unmatched
Raw data OBJECTID 17455 BRKEY 17917 NBI No. 17917 On Under 1 Structure No. 1603 1572NX Control No. 003 Lane Ind. N Milepoint 15720 Facility Carried U.S. 62 Feature Intersected BLUE BEAVER CREEK Division 07 County 031 Location 4.3 MI. E. JCT.SH115 Sufficiency 84 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.03 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 40.03 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.03 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210.958 Deck Width 42.031 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17917 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0.984 Rt. Curb SW 0.984 Description 64ft.-80ft.-64ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1603 1572NX H Index 90.7662 Latitude 34:37:51.74 Longitude -98:33:08.22 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 019 NBI Text 17917 Vault Link http://plansrv1/bridgemaintvault/b17917 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 34.63103889 Longitude DD -98.55228333 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17455 x -10970789.99681 y 4113853.16230406
17916	6320 0802 X	17916	Pottawatomie	U.S. 177	SALT CREEK	6320 0802 X	3-70ft. PRESTRESSED CO	1970	35.08185833	-96.93129444	209.974	46.201	—	3	30	2	43.963	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 17454 BRKEY 17916 NBI No. 17916 On Under 1 Structure No. 6320 0802 X Control No. 020 Lane Ind. Milepoint 08020 Facility Carried U.S. 177 Feature Intersected SALT CREEK Division 03 County 125 Location 8.0 MI N C/L Sufficiency 97.7 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1970 ADT Total 4900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 43.963 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 209.974 Deck Width 46.201 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 7 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 8 HS Operating Rating Method 3 HS Operating Rating 52.3 HS Inv. Rating Method 3 HS Inv. Method 40.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7840 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17916 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6320 0802 X H Index 99.4446 Latitude 35:04:54.69 Longitude -96:55:52.66 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 177 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17916 Vault Link http://plansrv1/bridgemaintvault/b17916 GIS FO/SD Meets Standards H Inv. Method 40.2 Latitude DD 35.08185833 Longitude DD -96.93129444 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17454 x -10790342.3389937 y 4175010.93588842
17915	7306 0662WX	17915	Wagoner	U.S. 69	COAL CREEK	7306 0662WX	64ft.-80ft.-64ft. CONT. PL	1970	35.908583	-95.403047	210.958	50	—	3	45	2	46.801	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6500	2022	5	Unmatched
Raw data OBJECTID 17453 BRKEY 17915 NBI No. 17915 On Under 1 Structure No. 7306 0662WX Control No. 006 Lane Ind. W Milepoint 06620 Facility Carried U.S. 69 Feature Intersected COAL CREEK Division 01 County 145 Location 6.4 MI N MUSKOGEE CO Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.801 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 1970 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 46.801 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 78.999 Span Type Main M Material 3 - Steel Design 02 Length 210.958 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.2 HS Inv. Rating Method 1 HS Inv. Method 37.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 17915 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.-80ft.-64ft. CONT. PL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7306 0662WX H Index 93.9317 Latitude 35:54:30.9 Longitude -95:24:10.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 SB 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 17915 Vault Link http://plansrv1/bridgemaintvault/b17915 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 35.908583 Longitude DD -95.403047 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17453 x -10620218.6121667 y 4288049.81367715
17914	5504 0345 X	17914	Oklahoma	U.S. 62	CRUTCHO CREEK	5504 0345 X	64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH 1-4ft. SIDEWALK & 1-18ft. SAFETY CURB	1970	35.493094	-97.404514	209.498	72.001	—	3	0	4	63.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	19000	2022	5	Unmatched
Raw data OBJECTID 17452 BRKEY 17914 NBI No. 17914 On Under 1 Structure No. 5504 0345 X Control No. 004 Lane Ind. Milepoint 03450 Facility Carried U.S. 62 Feature Intersected CRUTCHO CREEK Division 04 County 109 Location 3.5 MI E OF JCT I-35 Sufficiency 81 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 63.999 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 1970 ADT Total 19000 ADT Year 2022 Design Load HS 20 Skew 0 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 Appr. Roadway Width 63.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 209.498 Deck Width 72.001 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 5 Super Rating 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.9 HS Inv. Rating Method 1 HS Inv. Method 41.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30400 Future ADT Year 2042 Bypass Detour 11 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17914 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. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 3.999 Description 64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH 1-4ft. SIDEWALK & 1-18ft. SAFETY CURB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5504 0345 X H Index 78.9119 Latitude 35:29:35.14 Longitude -97:24:16.25 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 NBI Text 17914 Vault Link http://plansrv1/bridgemaintvault/b17914 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.493094 Longitude DD -97.404514 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17452 x -10843020.8994463 y 4231094.19915582
18006	4607 2217 X	18006	McIntosh	I-40	EAST ELM CREEK	4607 2217 X	(12ft. - 14ft. - 12ft.) X 10ft. X 186ft. LONG RCB	1971	35.45623889	-95.49025278	42.001	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12500	2022	5	Unmatched
Raw data OBJECTID 17439 BRKEY 18006 NBI No. 18006 On Under 1 Structure No. 4607 2217 X Control No. 007 Lane Ind. Milepoint 22170 Facility Carried I-40 Feature Intersected EAST ELM CREEK Division 01 County 091 Location 3.0 E JCT US-69 Sufficiency 69.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 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 1971 ADT Total 12500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 112.999 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. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.5 HS Inv. Rating Method 1 HS Inv. Method 40.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20000 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18006 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 10ft. X 186ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 2217 X H Index 99.4086 Latitude 35:27:22.46 Longitude -95:29:24.91 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-2217 NBI Text 18006 Vault Link http://plansrv1/bridgemaintvault/b18006 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.45623889 Longitude DD -95.49025278 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17439 x -10629926.3151906 y 4226056.34026699
18005	7218 1090 X	18005	Tulsa	U.S. 75	RED FORK CREEK	7218 1090 X	(12ft.-14ft.-12ft.)X 8ft.X 3	1971	36.102825	-96.00796944	44.948	0	—	3	15	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	50100	2022	5	Unmatched
Raw data OBJECTID 17438 BRKEY 18005 NBI No. 18005 On Under 1 Structure No. 7218 1090 X Control No. 018 Lane Ind. Milepoint 10900 Facility Carried U.S. 75 Feature Intersected RED FORK CREEK Division 08 County 143 Location 10.9 MI N JCT SH 67 Sufficiency 75.5 Kind Hwy 2 Level Service 1 Route No. 00075 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 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1971 ADT Total 50100 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 6 Fill RCB 22 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 44.948 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 256.7 HS Inv. Rating Method 1 HS Inv. Method 154 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18005 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 (12ft.-14ft.-12ft.)X 8ft.X 3 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1090 X H Index 97.8439 Latitude 36:06:10.17 Longitude -96:00:28.69 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18005 Vault Link http://plansrv1/bridgemaintvault/b18005 GIS FO/SD Meets Standards H Inv. Method 145.2 Latitude DD 36.102825 Longitude DD -96.00796944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17438 x -10687558.270157 y 4314779.17310735
18004	6320 0700 X	18004	Pottawatomie	U.S. 177	CREEK	6320 0700 X	(13ft.-17ft.-13ft.)X12ft.X84	1971	35.06731944	-96.93115833	46.916	86.001	—	3	0	2	47.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4700	2022	5	Unmatched
Raw data OBJECTID 17437 BRKEY 18004 NBI No. 18004 On Under 1 Structure No. 6320 0700 X Control No. 020 Lane Ind. Milepoint 07000 Facility Carried U.S. 177 Feature Intersected CREEK Division 03 County 125 Location 7.0 MI N PONTOTOC C0 Sufficiency 99.3 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1971 ADT Total 4700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 47.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 86.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 114.3 HS Inv. Rating Method 1 HS Inv. Method 68.4 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 7520 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18004 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X12ft.X84 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6320 0700 X H Index 95.6711 Latitude 35:04:02.35 Longitude -96:55:52.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 177 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18004 Vault Link http://plansrv1/bridgemaintvault/b18004 GIS FO/SD Meets Standards H Inv. Method 43.6 Latitude DD 35.06731944 Longitude DD -96.93115833 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17437 x -10790327.1872978 y 4173033.35447081
18003	7286 0644 X	18003	Tulsa	U.S. 64	EUCHEE CREEK	7286 0644 X	3-13ft.X 14ft.X 448ft. R.C.BOX	1971	36.14240556	-96.14455278	43.963	0	—	3	0	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	65.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	20700	2022	5	Unmatched
Raw data OBJECTID 17436 BRKEY 18003 NBI No. 18003 On Under 1 Structure No. 7286 0644 X Control No. 086 Lane Ind. Milepoint 06440 Facility Carried U.S. 64 Feature Intersected EUCHEE CREEK Division 08 County 143 Location 6.4 MI SE C/L Sufficiency 65.8 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1971 ADT Total 20700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 20 Appr. Roadway Width 41.998 Span Type Main M Material 1 - Concrete Design 19 Length 43.963 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 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.1 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 33120 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18003 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 3-13ft.X 14ft.X 448ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0644 X H Index 75.4463 Latitude 36:08:32.66 Longitude -96:08:40.39 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18003 Vault Link http://plansrv1/bridgemaintvault/b18003 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 36.14240556 Longitude DD -96.14455278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17436 x -10702762.6580166 y 4320233.89099248
18002	0703 0525 X	18002	Bryan	U.S. 69	CHUCKWA CREEK	0703 0525 X	(3) 12ft. X 10ft. X 293ft. RCB	1971	34.01478889	-96.394025	40	0	—	3	0	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	20100	2022	5	Unmatched
Raw data OBJECTID 17435 BRKEY 18002 NBI No. 18002 On Under 1 Structure No. 0703 0525 X Control No. 003 Lane Ind. Milepoint 05250 Facility Carried U.S. 69 Feature Intersected CHUCKWA CREEK Division 02 County 013 Location 5.25 N JCT US-69 BUS Sufficiency 66.5 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 53.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1971 ADT Total 20100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 10 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.62 HS Inv. Rating Method 1 HS Inv. Method 30.36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 32160 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18002 ODOT County 07 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 293ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0525 X H Index 99.2542 Latitude 34:00:53.24 Longitude -96:23:38.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 018 NBI Text 18002 Vault Link http://plansrv1/bridgemaintvault/b18002 GIS FO/SD Meets Standards H Inv. Method 16.84 Latitude DD 34.01478889 Longitude DD -96.394025 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17435 x -10730533.7785141 y 4030787.98564198
18001	5115 0336 X	18001	Muskogee	I-40	GEORGES FORK CREEK TRIB	5115 0336 X	3-10ft.X 8ft.X 191ft. R.C.	1971	35.48056389	-95.28753333	46.916	0	—	3	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13100	2022	5	Unmatched
Raw data OBJECTID 17434 BRKEY 18001 NBI No. 18001 On Under 1 Structure No. 5115 0336 X Control No. 015 Lane Ind. Milepoint 03360 Facility Carried I-40 Feature Intersected GEORGES FORK CREEK TRIB Division 01 County 101 Location 3.3 MI E C/L Sufficiency 69.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 1971 ADT Total 13100 ADT Year 2022 Design Load HS 20 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 4 Fill RCB 7 Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.99 HS Inv. Rating Method 1 HS Inv. Method 99.95 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20960 Future ADT Year 2042 Bypass Detour 48.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 18001 ODOT County 51 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 191ft. R.C. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5115 0336 X H Index 66.6223 Latitude 35:28:50.03 Longitude -95:17:15.12 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 18001 Vault Link http://plansrv1/bridgemaintvault/b18001 GIS FO/SD Meets Standards H Inv. Method 56.01 Latitude DD 35.48056389 Longitude DD -95.28753333 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17434 x -10607359.6892427 y 4229381.15377139
17913	3622 0042 X	17913	Kay	S.H. 11	CHIKASKIA RIVER O'FLOW	3622 0042 X	64ft.-80ft.-64ft. CONT. PL	1970	36.81155	-97.275275	210	46	—	3	0	2	44	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.3	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 17433 BRKEY 17913 NBI No. 17913 On Under 1 Structure No. 3622 0042 X Control No. 022 Lane Ind. Milepoint 00420 Facility Carried S.H. 11 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 0.5 MI E JCT US 177 Sufficiency 88.3 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 44 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1970 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17913 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.-80ft.-64ft. CONT. PL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0042 X H Index 63.7855 Latitude 36:48:41.58 Longitude -97:16:30.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17913 Vault Link http://plansrv1/bridgemaintvault/b17913 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 36.81155 Longitude DD -97.275275 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17433 x -10828634.0797757 y 4412871.73854912
17912	3108 1180 X	17912	Haskell	BIKE PATH/ABAND.RR	S.H. 9 UNDER	3108 1180 X	ATV TRAIL: 42ft. - 93ft. - 48ft. PLATE GIRDER SK 35°	1970	35.26070556	-95.0339	190	8.999	—	3	55	2	26.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	06 - Minor Arterial (Rural)	H	3800	2022	5	Unmatched
Raw data OBJECTID 17432 BRKEY 17912 NBI No. 17912 On Under 2 Structure No. 3108 1180 X Control No. 008 Lane Ind. Milepoint 11800 Facility Carried BIKE PATH/ABAND.RR Feature Intersected S.H. 9 UNDER Division 01 County 061 Location 5.3 E JCT SH-82 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 3 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1970 ADT Total 3800 ADT Year 2022 Design Load Railroad Skew 55 No. Main Spans 3 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 190 Deck Width 8.999 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance N Bridge Posting 0 Waterway Adequacy N Approach Alignment 5 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 6080 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1701 Min Measured Clearance 1603 NBI Rating 17912 ODOT County 31 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 ATV TRAIL: 42ft. - 93ft. - 48ft. PLATE GIRDER SK 35° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3108 1180 X H Index 98.5801 Latitude 35:15:38.54 Longitude -95:02:02.04 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name S.H. 9 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08-1180 NBI Text 17912 Vault Link http://plansrv1/bridgemaintvault/b17912 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.26070556 Longitude DD -95.0339 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17432 x -10579125.3560989 y 4199366.67048959
17911	3108 1726 X	17911	Haskell	S.H. 9	OTTER CREEK	3108 1726 X	55ft. - 70ft. - 55ft. CONTINUOUS I-BEAM	1970	35.25878333	-94.93776667	182.001	46.001	—	3	0	2	43.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.5	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3500	2022	5	Unmatched
Raw data OBJECTID 17431 BRKEY 17911 NBI No. 17911 On Under 1 Structure No. 3108 1726 X Control No. 008 Lane Ind. Milepoint 17260 Facility Carried S.H. 9 Feature Intersected OTTER CREEK Division 01 County 061 Location 17.7 E JCT SH-2 Sufficiency 89.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1970 ADT Total 3500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 182.001 Deck Width 46.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 34.796787 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17911 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft. - 70ft. - 55ft. CONTINUOUS I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3108 1726 X H Index 98.6438 Latitude 35:15:31.62 Longitude -94:56:15.96 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08-1726 NBI Text 17911 Vault Link http://plansrv1/bridgemaintvault/b17911 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.25878333 Longitude DD -94.93776667 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17431 x -10568423.842755 y 4199104.61256556
17910	4010 1118 X	17910	Le Flore	U.S. 270	MOUNTAIN CREEK	4010 1118 X	(3) 60ft. CONTINUOUS I-BEAM	1970	34.970725	-94.73617778	182.001	46.699	—	3	0	2	43.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.1	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	5600	2022	5	Unmatched
Raw data OBJECTID 17430 BRKEY 17910 NBI No. 17910 On Under 1 Structure No. 4010 1118 X Control No. 010 Lane Ind. Milepoint 11180 Facility Carried U.S. 270 Feature Intersected MOUNTAIN CREEK Division 02 County 079 Location 10.9 E LATIMER C/L Sufficiency 86.1 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1970 ADT Total 5600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 182.001 Deck Width 46.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8960 Future ADT Year 2042 Bypass Detour 28.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17910 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 60ft. CONTINUOUS I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4010 1118 X H Index 98.5729 Latitude 34:58:14.61 Longitude -94:44:10.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 071 NBI Text 17910 Vault Link http://plansrv1/bridgemaintvault/b17910 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.970725 Longitude DD -94.73617778 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17430 x -10545983.0701706 y 4159903.49982125
17909	5106 0171NX	17909	Muskogee	U.S. 62 WB	S.H. 165 UNDER	5106 0171NX	2-93ft. CONT. PLATE GI	1970	35.77058333	-95.30996667	187.992	47.799	—	2	7	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.3	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	8900	2022	5	Unmatched
Raw data OBJECTID 17429 BRKEY 17909 NBI No. 17909 On Under 1 Structure No. 5106 0171NX Control No. 006 Lane Ind. N Milepoint 01710 Facility Carried U.S. 62 WB Feature Intersected S.H. 165 UNDER Division 01 County 101 Location 1.7 MI E JCT SH 16 Sufficiency 92.3 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.001 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 1970 ADT Total 8900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 7 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 187.992 Deck Width 47.799 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.3 HS Inv. Rating Method 3 HS Inv. Method 30.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1708 Min Measured Clearance 1510 NBI Rating 17909 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-93ft. CONT. PLATE GI Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5106 0171NX H Index 82.1463 Latitude 35:46:14.1 Longitude -95:18:35.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17909 Vault Link http://plansrv1/bridgemaintvault/b17909 GIS FO/SD Meets Standards H Inv. Method 30.1 Latitude DD 35.77058333 Longitude DD -95.30996667 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17429 x -10609856.9572283 y 4269099.73597769
17908	5106 0171SX	17908	Muskogee	U.S. 62 EB	S.H. 165 UNDER	5106 0171SX	2-93ft. CONT. PLATE GI	1970	35.770242	-95.310008	187.992	47.799	—	2	7	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.1	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	7900	2022	5	Unmatched
Raw data OBJECTID 17428 BRKEY 17908 NBI No. 17908 On Under 1 Structure No. 5106 0171SX Control No. 006 Lane Ind. S Milepoint 01710 Facility Carried U.S. 62 EB Feature Intersected S.H. 165 UNDER Division 01 County 101 Location 1.7 MI E JCT SH 16 Sufficiency 91.1 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.001 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 1970 ADT Total 7900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 7 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 187.992 Deck Width 47.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.3 HS Inv. Rating Method 3 HS Inv. Method 30 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1708 Min Measured Clearance 1510 NBI Rating 17908 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-93ft. CONT. PLATE GI Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5106 0171SX H Index 89.5251 Latitude 35:46:12.87 Longitude -95:18:36.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17908 Vault Link http://plansrv1/bridgemaintvault/b17908 GIS FO/SD Meets Standards H Inv. Method 29.9 Latitude DD 35.770242 Longitude DD -95.310008 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17428 x -10609861.5580628 y 4269052.90545724
17994	4607 2688SX	17994	McIntosh	I-40 EB	OLIVER CREEK	4607 2688SX	(3) 10ft. X 10ft. X 91ft. LONG RCB	1971	35.45615	-95.40701111	33.999	91.001	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6150	2022	5	Unmatched
Raw data OBJECTID 17415 BRKEY 17994 NBI No. 17994 On Under 1 Structure No. 4607 2688SX Control No. 007 Lane Ind. S Milepoint 26880 Facility Carried I-40 EB Feature Intersected OLIVER CREEK Division 01 County 091 Location 3.6 W MUSKOGEE C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 88.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 6150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 91.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.99 HS Inv. Rating Method 1 HS Inv. Method 35.39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17994 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 91ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 2688SX H Index 98.4285 Latitude 35:27:22.14 Longitude -95:24:25.24 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 EB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-2688S NBI Text 17994 Vault Link http://plansrv1/bridgemaintvault/b17994 GIS FO/SD Meets Standards H Inv. Method 19.64 Latitude DD 35.45615 Longitude DD -95.40701111 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17415 x -10620659.8948734 y 4226044.19236068
17993	4607 2688NX	17993	McIntosh	I-40 WB	OLIVER CREEK	4607 2688NX	(3) 10ft. X 10ft. X 88ft. LONG RCB	1971	35.45740278	-95.40688333	33.999	87.999	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5800	2022	5	Unmatched
Raw data OBJECTID 17414 BRKEY 17993 NBI No. 17993 On Under 1 Structure No. 4607 2688NX Control No. 007 Lane Ind. N Milepoint 26880 Facility Carried I-40 WB Feature Intersected OLIVER CREEK Division 01 County 091 Location 3.6 W MUSKOGEE C/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86.001 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 1971 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 87.999 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 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N 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 35.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17993 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 88ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 2688NX H Index 98.75 Latitude 35:27:26.65 Longitude -95:24:24.78 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 WB Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-2688N NBI Text 17993 Vault Link http://plansrv1/bridgemaintvault/b17993 GIS FO/SD Meets Standards H Inv. Method 19.6 Latitude DD 35.45740278 Longitude DD -95.40688333 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17414 x -10620645.6704689 y 4226215.40131711
17992	7293 1259 X	17992	Tulsa	U.S. 75	PANTHER CREEK	7293 1259 X	3-10ft.X 8ft.X 243ft. R.C.BOX SK30 DEG.W/6ft.CURTAIN WALL.	1971	36.32534167	-95.92366389	38.058	0	—	3	30	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	71.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	23600	2022	5	Unmatched
Raw data OBJECTID 17413 BRKEY 17992 NBI No. 17992 On Under 1 Structure No. 7293 1259 X Control No. 093 Lane Ind. Milepoint 12590 Facility Carried U.S. 75 Feature Intersected PANTHER CREEK Division 08 County 143 Location 2.7 MI S JCT SH 20 Sufficiency 71.3 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1971 ADT Total 23600 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 6 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 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 100 HS Inv. Rating Method 1 HS Inv. Method 79.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 37760 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17992 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 243ft. R.C.BOX SK30 DEG.W/6ft.CURTAIN WALL. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 1259 X H Index 100 Latitude 36:19:31.23 Longitude -95:55:25.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17992 Vault Link http://plansrv1/bridgemaintvault/b17992 GIS FO/SD Meets Standards H Inv. Method 44.2 Latitude DD 36.32534167 Longitude DD -95.92366389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17413 x -10678173.4192599 y 4345480.72312838
17991	7293 1170 X	17991	Tulsa	U.S. 75	CREEK	7293 1170 X	3-10ft.X 10ft.X 146ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS	1971	36.31231667	-95.923675	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	64.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	23600	2022	5	Unmatched
Raw data OBJECTID 17412 BRKEY 17991 NBI No. 17991 On Under 1 Structure No. 7293 1170 X Control No. 093 Lane Ind. Milepoint 11700 Facility Carried U.S. 75 Feature Intersected CREEK Division 08 County 143 Location 11.6 MI.N I-244 Sufficiency 64.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 70 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1971 ADT Total 23600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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 6 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.8 HS Inv. Rating Method 1 HS Inv. Method 28.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 37760 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17991 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 146ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 1170 X H Index 97 Latitude 36:18:44.34 Longitude -95:55:25.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17991 Vault Link http://plansrv1/bridgemaintvault/b17991 GIS FO/SD Meets Standards H Inv. Method 15.6 Latitude DD 36.31231667 Longitude DD -95.923675 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17412 x -10678174.6560195 y 4343681.20003365
17990	3803 0811 X	17990	Kiowa	U.S. 62	CREEK	3803 0811 X	3-10ft. X 7ft. X 176ft. RDY. R.C.B.	1971	34.63241389	-98.85996944	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5000	2022	5	Unmatched
Raw data OBJECTID 17411 BRKEY 17990 NBI No. 17990 On Under 1 Structure No. 3803 0811 X Control No. 003 Lane Ind. Milepoint 08110 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 075 Location 8.2 MI E TILLMAN C/L Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1971 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 164.4 HS Inv. Rating Method 1 HS Inv. Method 98.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17990 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 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 176ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3803 0811 X H Index 90.71 Latitude 34:37:56.69 Longitude -98:51:35.89 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17990 Vault Link http://plansrv1/bridgemaintvault/b17990 GIS FO/SD Meets Standards H Inv. Method 54.8 Latitude DD 34.63241389 Longitude DD -98.85996944 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17411 x -11005041.4578994 y 4114039.18593389