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
14330	1004 1249 X	14330	Carter	S.H. 199	WOLF CREEK	1004 1249 X	(12ft. - 14ft. - 12ft.) X 14ft. X 106ft. RCB	1994	34.18711389	-96.93818611	41.995	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.4	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	5300	2022	5	Unmatched
Raw data OBJECTID 14942 BRKEY 14330 NBI No. 14330 On Under 1 Structure No. 1004 1249 X Control No. 004 Lane Ind. Milepoint 12490 Facility Carried S.H. 199 Feature Intersected WOLF CREEK Division 07 County 019 Location 12.3 MI E JCT US77 Sufficiency 84.4 Kind Hwy 3 Level Service 1 Route No. 00199 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 1994 ADT Total 5300 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 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8480 Future ADT Year 2042 Bypass Detour 57.166149 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 14330 ODOT County 10 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 (12ft. - 14ft. - 12ft.) X 14ft. X 106ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1004 1249 X H Index 96.305 Latitude 34:11:13.61 Longitude -96:56:17.47 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 199 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 016 NBI Text 14330 Vault Link http://plansrv1/bridgemaintvault/b14330 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.18711389 Longitude DD -96.93818611 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14942 x -10791109.5161888 y 4053954.60765882
14329	6608 1166 X	14329	Rogers	S.H. 20	CAT CREEK	6608 1166 X	(12ft.-14ft.-12ft.)X 10ft.X 72ft. RCBOX	1959	36.31506111	-95.62238889	41.995	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	18200	2022	5	Unmatched
Raw data OBJECTID 14941 BRKEY 14329 NBI No. 14329 On Under 1 Structure No. 6608 1166 X Control No. 008 Lane Ind. Milepoint 11660 Facility Carried S.H. 20 Feature Intersected CAT CREEK Division 08 County 131 Location .3 MI W JCT SH 66 Sufficiency 66.9 Kind Hwy 3 Level Service 1 Route No. 00020 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1959 ADT Total 18200 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 60 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 29120 Future ADT Year 2042 Bypass Detour 39.767756 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 14329 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 2.999 Rt. Curb SW 6.001 Description (12ft.-14ft.-12ft.)X 10ft.X 72ft. RCBOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6608 1166 X H Index 96.2745 Latitude 36:18:54.22 Longitude -95:37:20.6 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 20 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14329 Vault Link http://plansrv1/bridgemaintvault/b14329 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.31506111 Longitude DD -95.62238889 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14941 x -10644635.6396712 y 4344060.34456252
14515	3625R2163WX	14515	Kay	I-35	CHIKASKIA RIVER	3625R2163WX	(4-100ft. CONT.)4-50ft.	1959	36.90666667	-97.35333333	602.034	42.323	—	4	0	2	39.37	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54.4	Poor (4)	Satisfactory (6)	Satisfactory (6)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2002	5	Unmatched
Raw data OBJECTID 14934 BRKEY 14515 NBI No. 14515 On Under 1 Structure No. 3625R2163WX Control No. 025 Lane Ind. W Milepoint 21630 Facility Carried I-35 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 6.7 MI N JCT 11 Sufficiency 54.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 8100 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 602.034 Deck Width 42.323 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 5 Deck Rating 6 Super Rating 6 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 12960 Future ADT Year 2022 Bypass Detour 11.806053 School Bus Rte. 3 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 14515 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (4-100ft. CONT.)4-50ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625R2163WX H Index 80.4014 Latitude 36:54:24 Longitude -97:21:12 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14515 Vault Link http://plansrv1/bridgemaintvault/b14515 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.90666667 Longitude DD -97.35333333 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14934 x -10837323.4933234 y 4426105.29710138
14514	3625R2163EX	14514	Kay	I-35	CHIKASKIA RIVER	3625R2163EX	(4-100ft. CONT.)4-50ft.	1959	36.90666667	-97.35333333	602.034	42.323	—	4	0	2	39.37	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54.4	Poor (4)	Satisfactory (6)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2002	5	Unmatched
Raw data OBJECTID 14933 BRKEY 14514 NBI No. 14514 On Under 1 Structure No. 3625R2163EX Control No. 025 Lane Ind. E Milepoint 21630 Facility Carried I-35 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 6.7 MI N JCT 11 Sufficiency 54.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 8100 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 602.034 Deck Width 42.323 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 5 Deck Rating 6 Super Rating 4 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 12960 Future ADT Year 2022 Bypass Detour 11.806053 School Bus Rte. 3 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 14514 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (4-100ft. CONT.)4-50ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625R2163EX H Index 65.0171 Latitude 36:54:24 Longitude -97:21:12 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14514 Vault Link http://plansrv1/bridgemaintvault/b14514 GIS FO/SD SD H Inv. Method -1 Latitude DD 36.90666667 Longitude DD -97.35333333 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14933 x -10837323.4933234 y 4426105.29710138
14513	2004R1607SX	14513	Custer	I-40	R.R/LTL. DEEP CR./CO.RD.	2004R1607SX	55ft. (4-100ft. CONT.) 55ft. & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.536225	-98.64218056	592.999	32.999	—	8	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	41.9	Poor (4)	Critical (2)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11600	2002	5	Unmatched
Raw data OBJECTID 14932 BRKEY 14513 NBI No. 14513 On Under 1 Structure No. 2004R1607SX Control No. 004 Lane Ind. S Milepoint 16070 Facility Carried I-40 Feature Intersected R.R/LTL. DEEP CR./CO.RD. Division 05 County 039 Location 5.2 MI E JCT SH 54 Sufficiency 41.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 8 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 11600 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 592.999 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 5 Deck Rating 2 Super Rating 5 Sub Rating 4 Chan. Rating 6 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 67.572 HS Inv. Rating Method 2 HS Inv. Method 33.731 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 18560 Future ADT Year 2022 Bypass Detour 3 School Bus Rte. 3 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 14513 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 55ft. (4-100ft. CONT.) 55ft. & 2-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2004R1607SX H Index 40.3048 Latitude 35:32:10.41 Longitude -98:38:31.85 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 Scour 3 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14513 Vault Link http://plansrv1/bridgemaintvault/b14513 GIS FO/SD SD H Inv. Method 18.739 Latitude DD 35.536225 Longitude DD -98.64218056 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14932 x -10980797.3106773 y 4236992.86788229
14512	3625 0561WX	14512	Kay	I-35	SALT FORK ARKANSAS RIVER	3625 0561WX	3-60ft.(4-100ft. CONT.)	1959	36.67540278	-97.34601944	583	41	—	7	30	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.4	Fair (5)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8750	2022	5	Unmatched
Raw data OBJECTID 14931 BRKEY 14512 NBI No. 14512 On Under 1 Structure No. 3625 0561WX Control No. 025 Lane Ind. W Milepoint 05610 Facility Carried I-35 Feature Intersected SALT FORK ARKANSAS RIVER Division 04 County 071 Location 5.6 MI N NOBLE C/L Sufficiency 88.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 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 1959 ADT Total 8750 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 583 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14512 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft.(4-100ft. CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 0561WX H Index 71.7501 Latitude 36:40:31.45 Longitude -97:20:45.67 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 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 14512 Vault Link http://plansrv1/bridgemaintvault/b14512 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 36.67540278 Longitude DD -97.34601944 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14931 x -10836509.3148129 y 4393958.18315802
14511	3625 0561EX	14511	Kay	I-35	SALT FORK ARKANSAS RIVER	3625 0561EX	3-60ft.(4-100ft. CONT.)	1959	36.67523333	-97.34565278	583	40	—	7	30	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.4	Fair (5)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8750	2022	5	Unmatched
Raw data OBJECTID 14930 BRKEY 14511 NBI No. 14511 On Under 1 Structure No. 3625 0561EX Control No. 025 Lane Ind. E Milepoint 05610 Facility Carried I-35 Feature Intersected SALT FORK ARKANSAS RIVER Division 04 County 071 Location 5.6 MI N NOBLE C/L Sufficiency 88.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 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 1959 ADT Total 8750 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 583 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 7 Super Rating 6 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14511 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft.(4-100ft. CONT.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 0561EX H Index 71.7292 Latitude 36:40:30.84 Longitude -97:20:44.35 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 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 14511 Vault Link http://plansrv1/bridgemaintvault/b14511 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 36.67523333 Longitude DD -97.34565278 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14930 x -10836468.4984084 y 4393934.66406671
14510	6829 0224 X	14510	Sequoyah	U.S. 64 / S.H. 10	ILLINOIS RIVER	6829 0224 X	(400ft. CONT) 2-60ft.I-BM. SPANS	1959	35.515775	-95.09132778	523	30	—	4	0	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.1	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 14929 BRKEY 14510 NBI No. 14510 On Under 1 Structure No. 6829 0224 X Control No. 029 Lane Ind. Milepoint 02240 Facility Carried U.S. 64 / S.H. 10 Feature Intersected ILLINOIS RIVER Division 01 County 135 Location 1.9 MI E MUSKOGEE C/L Sufficiency 72.1 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 28 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 1959 ADT Total 2000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 523 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 53.1 HS Inv. Rating Method 1 HS Inv. Method 31.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14510 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (400ft. CONT) 2-60ft.I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6829 0224 X H Index 80.3352 Latitude 35:30:56.79 Longitude -95:05:28.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 / S.H. 10 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 14510 Vault Link http://plansrv1/bridgemaintvault/b14510 GIS FO/SD Meets Standards H Inv. Method 21.9 Latitude DD 35.515775 Longitude DD -95.09132778 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14929 x -10585518.1873259 y 4234195.69611744
14422	3625 0197 X	14422	Kay	CO. RD. E0270	I-35 UNDER	3625 0197 X	30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS	1959	36.62255278	-97.34608056	171.916	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.7	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	50	2022	5	Unmatched
Raw data OBJECTID 14928 BRKEY 14422 NBI No. 14422 On Under 1 Structure No. 3625 0197 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0270 Feature Intersected I-35 UNDER Division 04 County 071 Location 2 MI N NOBLE C/L Sufficiency 83.7 Kind Hwy 4 Level Service 1 Route No. E0270 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1959 ADT Total 50 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 19.029 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20.499 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 28.999 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 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 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 80 Future ADT Year 2042 Bypass Detour 1.999945 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 1607 Min Measured Clearance 1604 NBI Rating 14422 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 0197 X H Index 85.1179 Latitude 36:37:21.19 Longitude -97:20:45.89 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E0270 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14422 Vault Link http://plansrv1/bridgemaintvault/b14422 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.62255278 Longitude DD -97.34608056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14928 x -10836516.1186602 y 4386625.28969918
14421	6029 0190 X	14421	Payne	CO. RD. E0690	I-35 UNDER	6029 0190 X	30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS	1959	36.01433889	-97.34821944	171.916	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	50	2022	5	Unmatched
Raw data OBJECTID 14927 BRKEY 14421 NBI No. 14421 On Under 1 Structure No. 6029 0190 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0690 Feature Intersected I-35 UNDER Division 04 County 119 Location 1.9 MI N LOGAN C/L Sufficiency 84.6 Kind Hwy 4 Level Service 1 Route No. E0690 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1959 ADT Total 50 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20.997 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41.006 HS Inv. Rating Method 1 HS Inv. Method 24.582 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1603 Min Measured Clearance 1601 NBI Rating 14421 ODOT County 60 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 1.499 Rt. Curb SW 1.499 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0190 X H Index 88.4106 Latitude 36:00:51.62 Longitude -97:20:53.59 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E0690 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14421 Vault Link http://plansrv1/bridgemaintvault/b14421 GIS FO/SD Meets Standards H Inv. Method 17.968 Latitude DD 36.01433889 Longitude DD -97.34821944 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14927 x -10836754.2176927 y 4302594.56060911
14420	4230 0100 X	14420	Logan	CO. RD. E0880	I-35 UNDER	4230 0100 X	30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS	1959	35.73976111	-97.41655833	171.916	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.5	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	105	2022	5	Unmatched
Raw data OBJECTID 14926 BRKEY 14420 NBI No. 14420 On Under 1 Structure No. 4230 0100 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0880 Feature Intersected I-35 UNDER Division 04 County 083 Location 1 MI N OKLA. C/L Sufficiency 89.5 Kind Hwy 4 Level Service 1 Route No. E0880 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1959 ADT Total 105 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.501 Underclearance Left 19.199 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 28.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 168 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1608 Min Measured Clearance 1601 NBI Rating 14420 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0100 X H Index 90.037 Latitude 35:44:23.14 Longitude -97:24:59.61 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E088.0 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14420 Vault Link http://plansrv1/bridgemaintvault/b14420 GIS FO/SD FO H Inv. Method 14 Latitude DD 35.73976111 Longitude DD -97.41655833 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14926 x -10844361.6681288 y 4264871.7333539
14419	3625 0099 X	14419	Kay	CO. RD. E0280	I-35 UNDER	3625 0099 X	30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS	1959	36.60826944	-97.34605556	171.916	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	50	2022	5	Unmatched
Raw data OBJECTID 14925 BRKEY 14419 NBI No. 14419 On Under 1 Structure No. 3625 0099 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0280 Feature Intersected I-35 UNDER Division 04 County 071 Location 1 MI N NOBLE C/L Sufficiency 81.7 Kind Hwy 4 Level Service 1 Route No. E0280 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1959 ADT Total 50 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.4 Underclearance Left 18.599 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20.302 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 28.999 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 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 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 80 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1607 Min Measured Clearance 1601 NBI Rating 14419 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 0099 X H Index 86.7142 Latitude 36:36:29.77 Longitude -97:20:45.8 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E0280 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14419 Vault Link http://plansrv1/bridgemaintvault/b14419 GIS FO/SD FO H Inv. Method 23 Latitude DD 36.60826944 Longitude DD -97.34605556 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14925 x -10836513.3356729 y 4384644.35140031
14418	5515R0048 X	14418	Oklahoma	SE 82ND ST.	I-35 UNDER	5515R0048 X	30ft.-55ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-18ft. SAFETY CURBS	1959	35.38333333	-97.495	172.001	32.999	—	4	0	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	59.3	Poor (4)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2002	5	Unmatched
Raw data OBJECTID 14924 BRKEY 14418 NBI No. 14418 On Under 1 Structure No. 5515R0048 X Control No. Lane Ind. Milepoint Facility Carried SE 82ND ST. Feature Intersected I-35 UNDER Division 04 County 109 Location .5 MI N CLEVELAND CO Sufficiency 59.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1959 ADT Total 1000 ADT Year 2002 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10.2 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 172.001 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 25.022 HS Inv. Rating Method 2 HS Inv. Method 19.952 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1600 Future ADT Year 2022 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14418 ODOT County 55 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 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 30ft.-55ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0048 X H Index 69.3971 Latitude 35:23:00 Longitude -97:29:42 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name SE 82ND ST. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14418 Vault Link http://plansrv1/bridgemaintvault/b14418 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.38333333 Longitude DD -97.495 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14924 x -10853093.7548902 y 4216097.40661795
14417	3625R2350WX	14417	Kay	I-35	BNGR R.R. UNDER	3625 2350WX	3-55ft. I-BM. SPANS SK. 51 DEG.13ft.30ft.	1959	36.933619	-97.348075	167.979	42.3	—	3	39	2	39.35	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	37.8	Failed (0)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7500	2019	5	Unmatched
Raw data OBJECTID 14923 BRKEY 14417 NBI No. 14417 On Under 1 Structure No. 3625R2350WX Control No. 025 Lane Ind. W Milepoint 23500 Facility Carried I-35 Feature Intersected BNGR R.R. UNDER Division 04 County 071 Location 8.6 MI N JCT SH 11 Sufficiency 37.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 39.35 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 1959 ADT Total 7500 ADT Year 2019 Design Load HS 20 Skew 39 No. Main Spans 3 Road Width 39.35 Ref. Underclearance Rt. R Underclearance Right 19.898 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 167.979 Deck Width 42.3 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 0 Deck Geometry 6 Underclearance 6 Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 0 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 Future ADT Year 2039 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2203 Max Measured Clearance 2205 Min Measured Clearance 2205 NBI Rating 14417 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. I-BM. SPANS SK. 51 DEG.13ft.30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 2350WX H Index 57.5083 Latitude 36:56:01.03 Longitude -97:20:53.07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14417 Vault Link http://plansrv1/bridgemaintvault/b14417 GIS FO/SD FO H Inv. Method 0 Latitude DD 36.933619 Longitude DD -97.348075 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14923 x -10836738.1387054 y 4429858.16647401
14328	2720 1144 X	14328	Grant	S.H. 132	CREEK	2720 1144 X	(10.25ft., 2-12.5ft.,10.25ft.)X 4ft. X 34ft. RCB W/ LOW-WALL TYPE HANDRAILS	1959	36.82116667	-98.03778611	47.999	36.001	—	4	0	2	33.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	500	2022	5	Unmatched
Raw data OBJECTID 14922 BRKEY 14328 NBI No. 14328 On Under 1 Structure No. 2720 1144 X Control No. 020 Lane Ind. Milepoint 11440 Facility Carried S.H. 132 Feature Intersected CREEK Division 04 County 053 Location 0.7 MI N JCT SH 11 Sufficiency 95.8 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 33.999 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 1959 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 33.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.999 Deck Width 36.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 800 Future ADT Year 2042 Bypass Detour 30.999922 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 14328 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (10.25ft., 2-12.5ft.,10.25ft.)X 4ft. X 34ft. RCB W/ LOW-WALL TYPE HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2720 1144 X H Index 93.2412 Latitude 36:49:16.2 Longitude -98:02:16.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 132 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14328 Vault Link http://plansrv1/bridgemaintvault/b14328 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.82116667 Longitude DD -98.03778611 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14922 x -10913516.4282651 y 4414208.95548681
14327	6029 1141 X	14327	Payne	I-35	STILLWATER CREEK	6029 1141 X	(13ft.-17ft.-13ft.)X 15ft.X 248ft. R.C.BOX	1959	36.149869	-97.329733	44.902	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15500	2022	5	Unmatched
Raw data OBJECTID 14921 BRKEY 14327 NBI No. 14327 On Under 1 Structure No. 6029 1141 X Control No. 029 Lane Ind. Milepoint 11410 Facility Carried I-35 Feature Intersected STILLWATER CREEK Division 04 County 119 Location 2.5 MI N OF JCT SH 51 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 15500 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 21 Appr. Roadway Width 75.997 Span Type Main M Material 1 - Concrete Design 19 Length 44.902 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 24800 Future ADT Year 2042 Bypass Detour 16.155651 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 9999 Min Measured Clearance 9999 NBI Rating 14327 ODOT County 60 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 (13ft.-17ft.-13ft.)X 15ft.X 248ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 1141 X H Index 93.4628 Latitude 36:08:59.53 Longitude -97:19:47.04 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14327 Vault Link http://plansrv1/bridgemaintvault/b14327 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.149869 Longitude DD -97.329733 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14921 x -10834696.3166053 y 4321262.75877011
14326	4230 1086WXR	14326	Logan	I-35 SB ON-RAMP	BIRD CREEK	4230 1086WXR	(12ft.-14ft.-12ft.)X 10ft.X 77ft. R.C.BOX	1959	35.87732778	-97.39493611	39.993	0	—	3	0	1	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	7600	2022	5	Unmatched
Raw data OBJECTID 14920 BRKEY 14326 NBI No. 14326 On Under 1 Structure No. 4230 1086WXR Control No. 030 Lane Ind. W Milepoint 10860 Facility Carried I-35 SB ON-RAMP Feature Intersected BIRD CREEK Division 04 County 083 Location 300 FEET S. SH 33 Sufficiency 97.9 Kind Hwy 1 Level Service 7 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 51.998 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 1959 ADT Total 7600 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 1 Fill RCB 8 Appr. Roadway Width 22.999 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14326 ODOT County 42 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 10ft.X 77ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 4230 1086WXR H Index 96.772 Latitude 35:52:38.38 Longitude -97:23:41.77 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 ON-RAMP Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 14326 Vault Link http://plansrv1/bridgemaintvault/b14326 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.87732778 Longitude DD -97.39493611 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14920 x -10841954.6936086 y 4283754.96576194
14325	4230 1086EXR	14325	Logan	I-35 NB OFF-RAMP	BIRD CREEK	4230 1086EXR	(12ft.-14ft.-12ft.)X 10ft.X 77ft. R.C.BOX	1959	35.877247	-97.393139	39.993	0	—	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	7600	2022	5	Unmatched
Raw data OBJECTID 14919 BRKEY 14325 NBI No. 14325 On Under 1 Structure No. 4230 1086EXR Control No. 030 Lane Ind. E Milepoint 10860 Facility Carried I-35 NB OFF-RAMP Feature Intersected BIRD CREEK Division 04 County 083 Location 300 FEET S. SH 33 Sufficiency 97.9 Kind Hwy 1 Level Service 7 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 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 1959 ADT Total 7600 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 7 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 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. 4 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14325 ODOT County 42 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 10ft.X 77ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 4230 1086EXR H Index 94.8934 Latitude 35:52:38.09 Longitude -97:23:35.3 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 OFF-RAMP Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 14325 Vault Link http://plansrv1/bridgemaintvault/b14325 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.877247 Longitude DD -97.393139 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14919 x -10841754.6402385 y 4283743.8678022
14324	4230 1086 X	14324	Logan	I-35	BIRD CREEK	4230 1086 X	(12ft.-14ft.-12ft.) X 10ft. X 257ft. R.C.BOX	1959	35.87732778	-97.393725	39.993	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	25900	2022	5	Unmatched
Raw data OBJECTID 14918 BRKEY 14324 NBI No. 14324 On Under 1 Structure No. 4230 1086 X Control No. 030 Lane Ind. Milepoint 10860 Facility Carried I-35 Feature Intersected BIRD CREEK Division 04 County 083 Location 300 FEET S. SH 33 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 25900 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 25 Appr. Roadway Width 75.997 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 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 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 41440 Future ADT Year 2042 Bypass Detour 6.835083 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14324 ODOT County 42 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 (12ft.-14ft.-12ft.) X 10ft. X 257ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 1086 X H Index 98.2525 Latitude 35:52:38.38 Longitude -97:23:37.41 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14324 Vault Link http://plansrv1/bridgemaintvault/b14324 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.87732778 Longitude DD -97.393725 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14918 x -10841819.8734601 y 4283754.96576194
14323	5623 1077 X	14323	Okmulgee	S.H. 16	LITTLE CANE CREEK	5623 1077 X	(12ft. - 14ft. - 12ft.) X 14ft. X 42ft. LONG RCB	1959	35.74021111	-95.81346667	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1700	2022	5	Unmatched
Raw data OBJECTID 14917 BRKEY 14323 NBI No. 14323 On Under 1 Structure No. 5623 1077 X Control No. 023 Lane Ind. Milepoint 10770 Facility Carried S.H. 16 Feature Intersected LITTLE CANE CREEK Division 01 County 111 Location 10.77 E JCT US-75 Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1959 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB AG Appr. Roadway Width 32.001 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 1 Appr. Roadway Cond. 3 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 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2720 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14323 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (12ft. - 14ft. - 12ft.) X 14ft. X 42ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5623 1077 X H Index 96.9238 Latitude 35:44:24.76 Longitude -95:48:48.48 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 16 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1077 NBI Text 14323 Vault Link http://plansrv1/bridgemaintvault/b14323 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.74021111 Longitude DD -95.81346667 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14917 x -10665906.3208427 y 4264933.44980947
14509	0725 0298 X	14509	Bryan	S.H. 22	BLUE RIVER	0725 0298 X	(4-100ft. CONT.)2-50ft. I-BM. SPANS (COWBOY PINK WILLIAMS BR.)	1959	34.14278889	-96.40018611	502	42	—	4	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.4	Satisfactory (6)	Very good (8)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	480	2022	5	Unmatched
Raw data OBJECTID 14910 BRKEY 14509 NBI No. 14509 On Under 1 Structure No. 0725 0298 X Control No. 025 Lane Ind. Milepoint 02980 Facility Carried S.H. 22 Feature Intersected BLUE RIVER Division 02 County 013 Location 3.3 MI E JOHNSTON C/L Sufficiency 97.4 Kind Hwy 3 Level Service 1 Route No. 00022 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 480 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 502 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14509 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (4-100ft. CONT.)2-50ft. I-BM. SPANS (COWBOY PINK WILLIAMS BR.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0725 0298 X H Index 62.7469 Latitude 34:08:34.04 Longitude -96:24:00.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 22 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 086 NBI Text 14509 Vault Link http://plansrv1/bridgemaintvault/b14509 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.14278889 Longitude DD -96.40018611 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14910 x -10731219.630142 y 4047991.23802775
14508	6507 0728 X	14508	Roger Mills	S.H. 30	WASHITA RIVER	6507 0728 X	(4-100ft. CONT.) 50ft. I BEAM SPAN	1959	35.75953889	-99.92560278	452.1	32.001	—	4	0	2	28.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.7	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	860	2022	5	Unmatched
Raw data OBJECTID 14909 BRKEY 14508 NBI No. 14508 On Under 1 Structure No. 6507 0728 X Control No. 007 Lane Ind. Milepoint 07280 Facility Carried S.H. 30 Feature Intersected WASHITA RIVER Division 05 County 129 Location 7.5 MI N JCT S.H. 47 Sufficiency 86.7 Kind Hwy 3 Level Service 1 Route No. 00030 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 28.002 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 860 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 28.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 452.1 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.6 HS Inv. Rating Method 1 HS Inv. Method 32.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1376 Future ADT Year 2042 Bypass Detour 42.253241 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14508 ODOT County 65 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (4-100ft. CONT.) 50ft. I BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6507 0728 X H Index 86.2156 Latitude 35:45:34.34 Longitude -99:55:32.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 30 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 14508 Vault Link http://plansrv1/bridgemaintvault/b14508 GIS FO/SD Meets Standards H Inv. Method 22.1 Latitude DD 35.75953889 Longitude DD -99.92560278 ODOT County Number 65 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14909 x -11123667.2186805 y 4267584.53931848
14506	5515R0764 X	14506	Oklahoma	FAU 9476 NE 4 ST	I-35 UNDER	5515R0764 X	45ft.(2-75ft.CONT.)2-55ft.,45ft.I-BM. SPANS WITH 2-3ft. SIDEWALKS	1959	35.47	-97.46666667	347.999	36.001	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.4	Fair (5)	Critical (2)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	500	1999	5	Unmatched
Raw data OBJECTID 14907 BRKEY 14506 NBI No. 14506 On Under 1 Structure No. 5515R0764 X Control No. Lane Ind. Milepoint Facility Carried FAU 9476 NE 4 ST Feature Intersected I-35 UNDER Division 04 County 109 Location .3 MI N OF E JCT I40 Sufficiency 71.4 Kind Hwy 5 Level Service 1 Route No. 09476 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 40 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1959 ADT Total 500 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 8.599 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 347.999 Deck Width 36.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 2 Super Rating 8 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 2 HS Operating Rating 25.022 HS Inv. Rating Method 2 HS Inv. Method 19.952 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 45000 Future ADT Year 2019 Bypass Detour 0 School Bus Rte. 3 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 14506 ODOT County 55 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 2.999 Rt. Curb SW 2.999 Description 45ft.(2-75ft.CONT.)2-55ft.,45ft.I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0764 X H Index 100 Latitude 35:28:12 Longitude -97:28:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name FAU 9476 NE 4 ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14506 Vault Link http://plansrv1/bridgemaintvault/b14506 GIS FO/SD SD H Inv. Method 19.842 Latitude DD 35.47 Longitude DD -97.46666667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14907 x -10849939.7030221 y 4227937.12625768
14505	5515R0733EX	14505	Oklahoma	I-35	I-40 RAMP UNDER	5515R0733EX	40ft.(80ft.-100ft.-80ft. CONT.)40ft.I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	35.465	-97.47	342.999	35	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30450	2002	5	Unmatched
Raw data OBJECTID 14906 BRKEY 14505 NBI No. 14505 On Under 1 Structure No. 5515R0733EX Control No. 015 Lane Ind. E Milepoint 07330 Facility Carried I-35 Feature Intersected I-40 RAMP UNDER Division 04 County 109 Location EAST JCT I-40 Sufficiency 66 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 7 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 30450 ADT Year 2002 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 342.999 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 48720 Future ADT Year 2022 Bypass Detour 0 School Bus Rte. 3 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 14505 ODOT County 55 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 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 40ft.(80ft.-100ft.-80ft. CONT.)40ft.I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0733EX H Index 50.3893 Latitude 35:27:54 Longitude -97:28:12 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14505 Vault Link http://plansrv1/bridgemaintvault/b14505 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.465 Longitude DD -97.47 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14906 x -10850310.7676204 y 4227253.71902427
14416	3625R2350EX	14416	Kay	I-35	BNGR R.R. UNDER	3625 2350EX	3-55ft. I-BM. SPANS SK. 51 DEG. 13ft.30ft.	1959	36.933328	-97.347747	167.979	42.3	—	3	39	2	39.35	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7750	2020	5	Unmatched
Raw data OBJECTID 14905 BRKEY 14416 NBI No. 14416 On Under 1 Structure No. 3625R2350EX Control No. 025 Lane Ind. E Milepoint 23500 Facility Carried I-35 Feature Intersected BNGR R.R. UNDER Division 04 County 071 Location 8.6 MI N JCT SH 11 Sufficiency 85.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 39.35 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 1959 ADT Total 7750 ADT Year 2020 Design Load HS 20 Skew 39 No. Main Spans 3 Road Width 39.35 Ref. Underclearance Rt. R Underclearance Right 11.768 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 167.979 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12400 Future ADT Year 2040 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2203 Max Measured Clearance 2206 Min Measured Clearance 2206 NBI Rating 14416 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. I-BM. SPANS SK. 51 DEG. 13ft.30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 2350EX H Index 49.6817 Latitude 36:55:59.98 Longitude -97:20:51.89 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14416 Vault Link http://plansrv1/bridgemaintvault/b14416 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 36.933328 Longitude DD -97.347747 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14905 x -10836701.6259124 y 4429817.64025813
14415	4230 1090EX	14415	Logan	I-35	S.H. 33 UNDER	4230 1090EX	30ft.-50ft.-50ft.-30ft. CONT CONC. SLAB SPANS WITH PARAPET RAILS	1959	35.87793333	-97.39396667	162.073	40.801	—	4	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12800	2022	5	Unmatched
Raw data OBJECTID 14904 BRKEY 14415 NBI No. 14415 On Under 1 Structure No. 4230 1090EX Control No. 030 Lane Ind. E Milepoint 10900 Facility Carried I-35 Feature Intersected S.H. 33 UNDER Division 04 County 083 Location JCT I-35 AND SH 33 Sufficiency 84.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 12800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.649 Underclearance Left 8.583 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 162.073 Deck Width 40.801 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20480 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1408 Max Measured Clearance 1506 Min Measured Clearance 1410 NBI Rating 14415 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-50ft.-50ft.-30ft. CONT CONC. SLAB SPANS WITH PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 1090EX H Index 88.25 Latitude 35:52:40.56 Longitude -97:23:38.28 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 NB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14415 Vault Link http://plansrv1/bridgemaintvault/b14415 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.87793333 Longitude DD -97.39396667 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14904 x -10841846.7760415 y 4283838.15960497
14414	4230 1090WX	14414	Logan	I-35	S.H. 33 UNDER	4230 1090WX	30ft.-50ft.-50ft.-30ft. CONT CONC. SLAB SPANS WITH PARAPET RAIL	1959	35.87793333	-97.39433056	162.073	40.801	—	4	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	12950	2022	5	Unmatched
Raw data OBJECTID 14903 BRKEY 14414 NBI No. 14414 On Under 1 Structure No. 4230 1090WX Control No. 030 Lane Ind. W Milepoint 10900 Facility Carried I-35 Feature Intersected S.H. 33 UNDER Division 04 County 083 Location JCT I-35 AND SH 33 Sufficiency 84.7 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 1959 ADT Total 12950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.321 Underclearance Left 11.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 162.073 Deck Width 40.801 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 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20720 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1408 Max Measured Clearance 1511 Min Measured Clearance 1505 NBI Rating 14414 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-50ft.-50ft.-30ft. CONT CONC. SLAB SPANS WITH PARAPET RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 1090WX H Index 85.7674 Latitude 35:52:40.56 Longitude -97:23:39.59 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14414 Vault Link http://plansrv1/bridgemaintvault/b14414 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.87793333 Longitude DD -97.39433056 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14903 x -10841887.284091 y 4283838.15960497
14413	4230R0649WX	14413	Logan	U.S. 77 NB	I-35 SB UNDER	4230R0649WX	50ft.-65ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. VARIABLE	1959	35.81978056	-97.41516667	161.089	31.001	—	3	49	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	25.9	Poor (4)	Fair (5)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	12400	2004	5	Unmatched
Raw data OBJECTID 14902 BRKEY 14413 NBI No. 14413 On Under 1 Structure No. 4230R0649WX Control No. Lane Ind. Milepoint Facility Carried U.S. 77 NB Feature Intersected I-35 SB UNDER Division 04 County 083 Location 6.5 MI N OKLA. C/L Sufficiency 25.9 Kind Hwy 2 Level Service 1 Route No. 00077 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 06 - Minor Arterial (Rural) Year Built 1959 ADT Total 12400 ADT Year 2004 Design Load H 20 Skew 49 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 9.902 Underclearance Left 7.598 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 161.089 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 4 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 44.864 HS Inv. Rating Method 1 HS Inv. Method 24.802 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 19840 Future ADT Year 2024 Bypass Detour 6.835083 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 16;2 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14413 ODOT County 42 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 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 50ft.-65ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. VARIABLE Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4230R0649WX H Index 54.8512 Latitude 35:49:11.21 Longitude -97:24:54.6 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name U.S. 77 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14413 Vault Link http://plansrv1/bridgemaintvault/b14413 GIS FO/SD SD H Inv. Method -1 Latitude DD 35.81978056 Longitude DD -97.41516667 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14902 x -10844206.7492463 y 4275851.70629058
14411	4058 1440 X	14411	Le Flore	S.H. 112	WELLS CREEK	4058 1440 X	(3) 50ft. I-BEAM	1959	35.241339	-94.479086	152.001	33.199	—	3	0	2	31.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.8	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	11300	2022	5	Unmatched
Raw data OBJECTID 14900 BRKEY 14411 NBI No. 14411 On Under 1 Structure No. 4058 1440 X Control No. 058 Lane Ind. Milepoint 14400 Facility Carried S.H. 112 Feature Intersected WELLS CREEK Division 02 County 079 Location 14.40 NE JCT US-271 Sufficiency 67.8 Kind Hwy 3 Level Service 1 Route No. 00112 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 31.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 11300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 31.001 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 3 - Steel Design 02 Length 152.001 Deck Width 33.199 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18080 Future ADT Year 2042 Bypass Detour 12 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14411 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) 50ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4058 1440 X H Index 98.7135 Latitude 35:14:28.82 Longitude -94:28:44.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 112 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 194 NBI Text 14411 Vault Link http://plansrv1/bridgemaintvault/b14411 GIS FO/SD FO H Inv. Method 33 Latitude DD 35.241339 Longitude DD -94.479086 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14900 x -10517363.7441339 y 4196726.70833007
14322	7718 1018 X	14322	Woodward	S.H. 50	CREEK	7718 1018 X	3-10X12X132ft. RCB SK 45 LF	1959	36.576969	-99.192011	47.9	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 14899 BRKEY 14322 NBI No. 14322 On Under 1 Structure No. 7718 1018 X Control No. 018 Lane Ind. Milepoint 10180 Facility Carried S.H. 50 Feature Intersected CREEK Division 06 County 153 Location 10.2 MI N JCT SH 15 Sufficiency 95.1 Kind Hwy 3 Level Service 1 Route No. 00050 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 1100 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 2 Fill RCB 12 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 92.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 54.059293 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 14322 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10X12X132ft. RCB SK 45 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7718 1018 X H Index 92.5164 Latitude 36:34:37.09 Longitude -99:11:31.24 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 50 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14322 Vault Link http://plansrv1/bridgemaintvault/b14322 GIS FO/SD Meets Standards H Inv. Method 81.2 Latitude DD 36.576969 Longitude DD -99.192011 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14899 x -11042004.1552808 y 4380304.61546222
14321	7718 0994 X	14321	Woodward	S.H. 50	LONE CREEK	7718 0994 X	(13ft.-17ft.-13ft.)X 15ft.X	1959	36.572742	-99.191992	46.916	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 14898 BRKEY 14321 NBI No. 14321 On Under 1 Structure No. 7718 0994 X Control No. 018 Lane Ind. Milepoint 09940 Facility Carried S.H. 50 Feature Intersected LONE CREEK Division 06 County 153 Location 9.8 MI N JCT SH 15 Sufficiency 92.1 Kind Hwy 3 Level Service 1 Route No. 00050 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1959 ADT Total 1100 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 5 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 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 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1760 Future ADT Year 2042 Bypass Detour 54.059293 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 14321 ODOT County 77 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.)X 15ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7718 0994 X H Index 76.86 Latitude 36:34:21.87 Longitude -99:11:31.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 50 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14321 Vault Link http://plansrv1/bridgemaintvault/b14321 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.572742 Longitude DD -99.191992 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14898 x -11042002.0402105 y 4379718.68623692
14320	1004R0721 X	14320	Carter	S.H. 199	SAND BRANCH CREEK	1004 0721 X	(12ft. - 14ft. - 12ft.) x 14ft. x 62ft. RCB	1959	34.18715	-97.03028333	41.995	62.999	—	3	0	2	62.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	5900	2009	5	Unmatched
Raw data OBJECTID 14897 BRKEY 14320 NBI No. 14320 On Under 1 Structure No. 1004R0721 X Control No. 004 Lane Ind. Milepoint 07210 Facility Carried S.H. 199 Feature Intersected SAND BRANCH CREEK Division 07 County 019 Location 7.1 MI E JCT US77 Sufficiency 84.3 Kind Hwy 3 Level Service 1 Route No. 00199 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 62.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1959 ADT Total 5900 ADT Year 2009 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 62.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 04 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 62.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 9440 Future ADT Year 2029 Bypass Detour 60.273005 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 14320 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) x 14ft. x 62ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1004 0721 X H Index 76.87 Latitude 34:11:13.74 Longitude -97:01:49.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 199 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 014 NBI Text 14320 Vault Link http://plansrv1/bridgemaintvault/b14320 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.18715 Longitude DD -97.03028333 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14897 x -10801361.7318227 y 4053959.46708073
14319	0812 0511 X	14319	Caddo	U.S. 281	CAMP CREEK	0812 0511 X	(12ft.-14ft.-12ft.)X 9ft.X 40ft. R.C.BOX SK.30 DEG. WITH CONC RAILS WITH 2ft. ADDITIONAL	1959	35.14523889	-98.2496	47.9	42.001	—	3	30	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.1	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	3400	2022	5	Unmatched
Raw data OBJECTID 14896 BRKEY 14319 NBI No. 14319 On Under 1 Structure No. 0812 0511 X Control No. 012 Lane Ind. Milepoint 05110 Facility Carried U.S. 281 Feature Intersected CAMP CREEK Division 07 County 015 Location 5.1 N US62 ANADARKO Sufficiency 82.1 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1959 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 28.031 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 42.001 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 N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.8 HS Inv. Rating Method 1 HS Inv. Method 36.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 55.923407 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 14319 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 9ft.X 40ft. R.C.BOX SK.30 DEG. WITH CONC RAILS WITH 2ft. ADDITIONAL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 0511 X H Index 99.1751 Latitude 35:08:42.86 Longitude -98:14:58.56 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23 NBI Text 14319 Vault Link http://plansrv1/bridgemaintvault/b14319 GIS FO/SD Meets Standards H Inv. Method 20.3 Latitude DD 35.14523889 Longitude DD -98.2496 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14896 x -10937095.4426428 y 4183636.08748591
14318	4230 0458WX	14318	Logan	I-35 S.B.	CREEK	4230 0458WX	(12ft.-14ft.-12ft.)X 12ft.X 112.5	1959	35.79190278	-97.41676389	39.993	0	—	3	0	3	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.8	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	17150	2022	5	Unmatched
Raw data OBJECTID 14895 BRKEY 14318 NBI No. 14318 On Under 1 Structure No. 4230 0458WX Control No. 030 Lane Ind. W Milepoint 04580 Facility Carried I-35 S.B. Feature Intersected CREEK Division 04 County 083 Location 4.6 MI N OKLA. C/L Sufficiency 82.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 62.001 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 1959 ADT Total 17150 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 3 Fill RCB 7 Appr. Roadway Width 62.001 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14318 ODOT County 42 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 12ft.X 112.5 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0458WX H Index 74.1782 Latitude 35:47:30.85 Longitude -97:25:00.35 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 SB Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14318 Vault Link http://plansrv1/bridgemaintvault/b14318 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.79190278 Longitude DD -97.41676389 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14895 x -10844384.5509634 y 4272025.16576998
14317	4230 0458EX	14317	Logan	I-35 NB	CREEK	4230 0458EX	(12ft.-14ft.-12ft.)X 12ft.X	1959	35.79190556	-97.41585	39.993	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	86.8	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	17200	2022	5	Unmatched
Raw data OBJECTID 14894 BRKEY 14317 NBI No. 14317 On Under 1 Structure No. 4230 0458EX Control No. 030 Lane Ind. E Milepoint 04580 Facility Carried I-35 NB Feature Intersected CREEK Division 04 County 083 Location 4.6 MI N OKLA. C/L Sufficiency 86.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 41.998 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 1959 ADT Total 17200 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 7 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14317 ODOT County 42 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 12ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0458EX H Index 96.8227 Latitude 35:47:30.86 Longitude -97:24:57.06 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 NB Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14317 Vault Link http://plansrv1/bridgemaintvault/b14317 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.79190556 Longitude DD -97.41585 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14894 x -10844282.8171939 y 4272025.54728947
14504	4926R0403 X	14504	Mayes	S.H. 82	SPRING CREEK	4926R0403 X	4-85ft. CONT. I-BM. SPANS	1959	36.17666667	-95.15166667	340.879	31.001	—	4	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	40	Poor (4)	Fair (5)	Poor (4)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	5010	1999	5	Unmatched
Raw data OBJECTID 14887 BRKEY 14504 NBI No. 14504 On Under 1 Structure No. 4926R0403 X Control No. 026 Lane Ind. Milepoint 04030 Facility Carried S.H. 82 Feature Intersected SPRING CREEK Division 08 County 097 Location 4.3 MI NW CHEROKEE CO Sufficiency 40 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1959 ADT Total 5010 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 340.879 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 4 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3300 Future ADT Year 2017 Bypass Detour 47.845582 School Bus Rte. 3 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 14504 ODOT County 49 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 4-85ft. CONT. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4926R0403 X H Index 100 Latitude 36:10:36 Longitude -95:09:06 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14504 Vault Link http://plansrv1/bridgemaintvault/b14504 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.17666667 Longitude DD -95.15166667 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14887 x -10592235.0818357 y 4324957.7417213
14503	0812 0610 X	14503	Caddo	U.S. 281	SUGAR CREEK	0812 0610 X	8-40ft. I-BM. SPANS SK.60 DEG. WITH 2-18ft. SAFETY CURBS	1959	35.15953889	-98.24963333	321.85	31.801	—	8	30	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	55.3	Fair (5)	Fair (5)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 14886 BRKEY 14503 NBI No. 14503 On Under 1 Structure No. 0812 0610 X Control No. 012 Lane Ind. Milepoint 06100 Facility Carried U.S. 281 Feature Intersected SUGAR CREEK Division 07 County 015 Location 6.1 N US62 ANADARKO Sufficiency 55.3 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 1959 ADT Total 3400 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 8 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.031 Span Type Main M Material 3 - Steel Design 02 Length 321.85 Deck Width 31.801 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 8 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 4 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 5440 Future ADT Year 2042 Bypass Detour 55.923407 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 14503 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-40ft. I-BM. SPANS SK.60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 0610 X H Index 89.3502 Latitude 35:09:34.34 Longitude -98:14:58.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25 NBI Text 14503 Vault Link http://plansrv1/bridgemaintvault/b14503 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.15953889 Longitude DD -98.24963333 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14886 x -10937099.1529214 y 4185583.03312004
14502	5515R0214WX	14502	Oklahoma	I-35	A.T. & S.F. R.R. UNDER	5515R0214WX	40ft.(74ft.-92ft.-74ft. CONT.)40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 43 DEG. 30ft.	1959	35.40833333	-97.49333333	325.131	35	—	3	46	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	85	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	0	2005	5	Unmatched
Raw data OBJECTID 14885 BRKEY 14502 NBI No. 14502 On Under 1 Structure No. 5515R0214WX Control No. 015 Lane Ind. W Milepoint 02140 Facility Carried I-35 Feature Intersected A.T. & S.F. R.R. UNDER Division 04 County 109 Location 2.1 MI N CLEVELAND CO Sufficiency 85 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 0 ADT Year 2005 Design Load HS 20 Skew 46 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 13.999 Underclearance Left 0 Deck Structure Type _ No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 325.131 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2025 Bypass Detour 6.213712 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 14502 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 40ft.(74ft.-92ft.-74ft. CONT.)40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 43 DEG. 30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0214WX H Index 100 Latitude 35:24:30 Longitude -97:29:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14502 Vault Link http://plansrv1/bridgemaintvault/b14502 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.40833333 Longitude DD -97.49333333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14885 x -10852908.2220345 y 4219511.40319155
14501	5515R0214EX	14501	Oklahoma	I-35	A.T. & S.F. R.R. UNDER	5515R0214EX	40ft.(74ft.-92ft.-74ft. CONT.) 40ft.I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 43 DEG. 30ft.	1959	35.40833333	-97.49333333	325.131	35	—	3	46	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	85	Fair (5)	Poor (4)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	0	2005	5	Unmatched
Raw data OBJECTID 14884 BRKEY 14501 NBI No. 14501 On Under 1 Structure No. 5515R0214EX Control No. 015 Lane Ind. E Milepoint 02140 Facility Carried I-35 Feature Intersected A.T. & S.F. R.R. UNDER Division 04 County 109 Location 2.1 MI N CLEVELAND CO Sufficiency 85 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 30 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 1959 ADT Total 0 ADT Year 2005 Design Load HS 20 Skew 46 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 13.999 Underclearance Left 0 Deck Structure Type _ No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 325.131 Deck Width 35 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2025 Bypass Detour 4.97097 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 14501 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 40ft.(74ft.-92ft.-74ft. CONT.) 40ft.I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 43 DEG. 30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0214EX H Index 100 Latitude 35:24:30 Longitude -97:29:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14501 Vault Link http://plansrv1/bridgemaintvault/b14501 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.40833333 Longitude DD -97.49333333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14884 x -10852908.2220345 y 4219511.40319155
14500	4926R0521 X	14500	Mayes	S.H. 82	SNAKE CREEK	4926R0521 X	(80ft.-100ft.-80ft. CONT.) 60ft. I-BM. SPANS	1959	36.19666667	-95.15	312.992	31.001	—	3	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	45.9	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)	B	5010	1999	5	Unmatched
Raw data OBJECTID 14883 BRKEY 14500 NBI No. 14500 On Under 1 Structure No. 4926R0521 X Control No. 026 Lane Ind. Milepoint 05210 Facility Carried S.H. 82 Feature Intersected SNAKE CREEK Division 08 County 097 Location 5.2 MI NW CHEROKEE CO Sufficiency 45.9 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1959 ADT Total 5010 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 312.992 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 24.802 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3300 Future ADT Year 2017 Bypass Detour 47.845582 School Bus Rte. 3 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 14500 ODOT County 49 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 (80ft.-100ft.-80ft. CONT.) 60ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4926R0521 X H Index 100 Latitude 36:11:48 Longitude -95:09:00 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 82 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 14500 Vault Link http://plansrv1/bridgemaintvault/b14500 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 36.19666667 Longitude DD -95.15 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14883 x -10592049.54898 y 4327716.25504045
14410	5515 0813 X	14410	Oklahoma	I-35	FAU 9500 NE 10 ST UNDER	5515 0813 X	42ft.-65ft.-42ft. CONT. CONC SLAB SPANS W/ 3ft.-2in. CURB AT CENTER	1959	35.47840556	-97.465225	152.001	112.001	—	3	7	6	103.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	73300	2022	5	Unmatched
Raw data OBJECTID 14881 BRKEY 14410 NBI No. 14410 On Under 1 Structure No. 5515 0813 X Control No. 015 Lane Ind. Milepoint 08130 Facility Carried I-35 Feature Intersected FAU 9500 NE 10 ST UNDER Division 04 County 109 Location 0.8 MI N OF JCT I-40 Sufficiency 72.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55 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 1959 ADT Total 73300 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 103.999 Ref. Underclearance Rt. H Underclearance Right 8.199 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 103.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 152.001 Deck Width 112.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.407 HS Inv. Rating Method 1 HS Inv. Method 27.778 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 117280 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1610 Min Measured Clearance 1607 NBI Rating 14410 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 3.199 Rt. Curb SW 0.2 Description 42ft.-65ft.-42ft. CONT. CONC SLAB SPANS W/ 3ft.-2in. CURB AT CENTER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0813 X H Index 94.8803 Latitude 35:28:42.26 Longitude -97:27:54.81 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15813 NBI Text 14410 Vault Link http://plansrv1/bridgemaintvault/b14410 GIS FO/SD Meets Standards H Inv. Method 16.204 Latitude DD 35.47840556 Longitude DD -97.465225 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14881 x -10849779.2170518 y 4229086.1061295
14409	3625R0698EX	14409	Kay	I-35	U.S. 60 UNDER	3625 0698EX	30ft.-45ft.-45ft.-30ft. CONT. CONC SLAB SPANS	1959	36.695136	-97.345644	151.903	42.999	—	4	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.1	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8750	2020	5	Unmatched
Raw data OBJECTID 14880 BRKEY 14409 NBI No. 14409 On Under 1 Structure No. 3625R0698EX Control No. 025 Lane Ind. E Milepoint 06980 Facility Carried I-35 Feature Intersected U.S. 60 UNDER Division 04 County 071 Location JCT US 60 Sufficiency 80.1 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8750 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.298 Underclearance Left 7.398 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 151.903 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. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 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 14000 Future ADT Year 2040 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1507 Max Measured Clearance 1601 Min Measured Clearance 1510 NBI Rating 14409 ODOT County 36 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 6 Lft. Curb SW 0.197 Rt. Curb SW 0.197 Description 30ft.-45ft.-45ft.-30ft. CONT. CONC SLAB SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 0698EX H Index 72.0892 Latitude 36:41:42.49 Longitude -97:20:44.32 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14409 Vault Link http://plansrv1/bridgemaintvault/b14409 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 36.695136 Longitude DD -97.345644 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14880 x -10836467.5210233 y 4396697.44224084
14408	3625R0698WX	14408	Kay	I-35	U.S. 60 UNDER	3625 0698WX	30ft.-45ft.-45ft.-30ft. CONT. CONC SLAB SPANS	1959	36.695133	-97.346014	151.903	42.999	—	4	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.1	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8750	2020	5	Unmatched
Raw data OBJECTID 14879 BRKEY 14408 NBI No. 14408 On Under 1 Structure No. 3625R0698WX Control No. 025 Lane Ind. W Milepoint 06980 Facility Carried I-35 Feature Intersected U.S. 60 UNDER Division 04 County 071 Location JCT US 60 Sufficiency 81.1 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8750 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 9.596 Underclearance Left 6.699 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 151.903 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. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 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 14000 Future ADT Year 2040 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1700 Min Measured Clearance 1601 NBI Rating 14408 ODOT County 36 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 6 Lft. Curb SW 0.197 Rt. Curb SW 0.197 Description 30ft.-45ft.-45ft.-30ft. CONT. CONC SLAB SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 0698WX H Index 71.9392 Latitude 36:41:42.48 Longitude -97:20:45.65 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14408 Vault Link http://plansrv1/bridgemaintvault/b14408 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 36.695133 Longitude DD -97.346014 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14879 x -10836508.7092349 y 4396697.02574361
14407	5515R0671 X	14407	Oklahoma	I-35	FAU 9421 (EASTERN AVE.)	5515R0671 X	42ft.-65ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 83 DEG.	1959	35.46333333	-97.48	152.001	112.001	—	3	7	6	107.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90	Good (7)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	95140	1999	5	Unmatched
Raw data OBJECTID 14878 BRKEY 14407 NBI No. 14407 On Under 1 Structure No. 5515R0671 X Control No. 015 Lane Ind. Milepoint 06710 Facility Carried I-35 Feature Intersected FAU 9421 (EASTERN AVE.) Division 04 County 109 Location .8 MI E OF W JCT I-40 Sufficiency 90 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 95140 ADT Year 1999 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 107.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 6 Fill RCB -1 Appr. Roadway Width 198.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 152.001 Deck Width 112.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 87000 Future ADT Year 2019 Bypass Detour 0 School Bus Rte. 3 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 14407 ODOT County 55 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 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 42ft.-65ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 83 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0671 X H Index 100 Latitude 35:27:48 Longitude -97:28:48 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14407 Vault Link http://plansrv1/bridgemaintvault/b14407 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.46333333 Longitude DD -97.48 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14878 x -10851423.9625283 y 4227025.92559885
14406	5515R0198EX	14406	Oklahoma	I-35	FAU 9380 SE 59 ST UNDER	5515R0198EX	42ft.-66ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK.73 DEG. 30ft.	1959	35.405	-97.49333333	151.903	42.001	—	3	17	2	37.001	2 - Concrete Continuous	Slab (01)	M	_	Open, no restriction (A)	81.3	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	34500	1999	5	Unmatched
Raw data OBJECTID 14877 BRKEY 14406 NBI No. 14406 On Under 1 Structure No. 5515R0198EX Control No. 015 Lane Ind. E Milepoint 01980 Facility Carried I-35 Feature Intersected FAU 9380 SE 59 ST UNDER Division 04 County 109 Location 1.9 MI N CLEVELAND CO Sufficiency 81.3 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 34500 ADT Year 1999 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 0 Deck Structure Type _ No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 151.903 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2017 Bypass Detour 4.97097 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 14406 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 42ft.-66ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK.73 DEG. 30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0198EX H Index 100 Latitude 35:24:18 Longitude -97:29:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14406 Vault Link http://plansrv1/bridgemaintvault/b14406 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.405 Longitude DD -97.49333333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14877 x -10852908.2220345 y 4219056.14293856
14405	5515R0198WX	14405	Oklahoma	I-35	FAU 9380 SE 59 ST UNDER	5515R0198WX	42ft.-66ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 73 DEG. 30ft.	1959	35.405	-97.49333333	151.903	42.001	—	3	17	2	37.001	2 - Concrete Continuous	Slab (01)	M	_	Open, no restriction (A)	80	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	34500	1999	5	Unmatched
Raw data OBJECTID 14876 BRKEY 14405 NBI No. 14405 On Under 1 Structure No. 5515R0198WX Control No. 015 Lane Ind. W Milepoint 01980 Facility Carried I-35 Feature Intersected FAU 9380 SE 59 ST UNDER Division 04 County 109 Location 1.9 MI N CLEVELAND CO Sufficiency 80 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 34500 ADT Year 1999 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 0 Deck Structure Type _ No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 151.903 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 32000 Future ADT Year 2017 Bypass Detour 6.213712 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 14405 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 42ft.-66ft.-42ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS SK. 73 DEG. 30ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0198WX H Index 100 Latitude 35:24:18 Longitude -97:29:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14405 Vault Link http://plansrv1/bridgemaintvault/b14405 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.405 Longitude DD -97.49333333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14876 x -10852908.2220345 y 4219056.14293856
14316	5610 0312 X	14316	Okmulgee	U.S. 75A	BEGGS CREEK	5610 0312 X	(12ft. - 14ft. - 12ft.) X 12ft. X 60ft. LONG RCB	1959	35.74078889	-96.06125	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.9	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 14875 BRKEY 14316 NBI No. 14316 On Under 1 Structure No. 5610 0312 X Control No. 010 Lane Ind. Milepoint 03120 Facility Carried U.S. 75A Feature Intersected BEGGS CREEK Division 01 County 111 Location 3.12 W JCT US-75 Sufficiency 79.9 Kind Hwy 2 Level Service 2 Route No. 0075A Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 57.999 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 1959 ADT Total 3900 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 FG Appr. Roadway Width 32.001 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. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6240 Future ADT Year 2042 Bypass Detour 18.019764 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 14316 ODOT County 56 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 (12ft. - 14ft. - 12ft.) X 12ft. X 60ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5610 0312 X H Index 95.9556 Latitude 35:44:26.84 Longitude -96:03:40.5 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75A Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level NO VALUE GIVEN Historical Significance 5 Local Bridge ID 10-0312 NBI Text 14316 Vault Link http://plansrv1/bridgemaintvault/b14316 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.74078889 Longitude DD -96.06125 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14875 x -10693489.4349653 y 4265012.69150693
14315	0121 0265 X	14315	Adair	S.H. 51	CHALK BLUFF BR.	0121 0265 X	(12ft.-14ft.-12ft.)X 8ft.X 68ft. R.C. BOX SK. 60 DEG.	1959	35.826597	-94.579183	47.9	0	—	3	30	2	0	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	07 - Major Collector (Rural)	B	690	2022	5	Unmatched
Raw data OBJECTID 14874 BRKEY 14315 NBI No. 14315 On Under 1 Structure No. 0121 0265 X Control No. 021 Lane Ind. Milepoint 02650 Facility Carried S.H. 51 Feature Intersected CHALK BLUFF BR. Division 01 County 001 Location 2.6 MI.E.JCT.US59 Sufficiency 99.3 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.031 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 1959 ADT Total 690 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 7 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1104 Future ADT Year 2042 Bypass Detour 14.291537 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 -1 Min Measured Clearance -1 NBI Rating 14315 ODOT County 01 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 68ft. R.C. BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0121 0265 X H Index 96.37 Latitude 35:49:35.75 Longitude -94:34:45.06 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14315 NBI Text 14315 Vault Link http://plansrv1/bridgemaintvault/b14315 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.826597 Longitude DD -94.579183 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14874 x -10528506.4912038 y 4276787.5441735
14314	3408 0168 X	14314	Jefferson	U.S. 81	CREEK	3408 0168 X	(12ft. - 14ft. - 12ft.) X 12ft. X 71ft. RCB	1959	34.18285833	-97.98217778	41.995	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2900	2022	5	Unmatched
Raw data OBJECTID 14873 BRKEY 14314 NBI No. 14314 On Under 1 Structure No. 3408 0168 X Control No. 008 Lane Ind. Milepoint 01680 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 067 Location 1.6 MI N JCT US70 Sufficiency 90.7 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 71.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1959 ADT Total 2900 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 7 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 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 N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4640 Future ADT Year 2042 Bypass Detour 41.999998 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 14314 ODOT County 34 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 (12ft. - 14ft. - 12ft.) X 12ft. X 71ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3408 0168 X H Index 97.411 Latitude 34:10:58.29 Longitude -97:58:55.84 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 031 NBI Text 14314 Vault Link http://plansrv1/bridgemaintvault/b14314 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.18285833 Longitude DD -97.98217778 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14873 x -10907326.1372856 y 4053381.93982503
14313	4208 0140 X	14313	Logan	S.H. 33	BIRD CREEK	4208 0140 X	(12ft.-14ft.-12ft.)X 10ft.X 148ft. R.C.BOX	1959	35.87805556	-97.39555556	39.8	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	10000	2022	5	Unmatched
Raw data OBJECTID 14872 BRKEY 14313 NBI No. 14313 On Under 1 Structure No. 4208 0140 X Control No. 008 Lane Ind. Milepoint 01400 Facility Carried S.H. 33 Feature Intersected BIRD CREEK Division 04 County 083 Location 1.6 MI E JCT US 77 Sufficiency 75.9 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1959 ADT Total 10000 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 6 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 39.8 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16000 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14313 ODOT County 42 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 (12ft.-14ft.-12ft.)X 10ft.X 148ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4208 0140 X H Index 99.3591 Latitude 35:52:41 Longitude -97:23:44 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14313 Vault Link http://plansrv1/bridgemaintvault/b14313 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.87805556 Longitude DD -97.39555556 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14872 x -10842023.6504672 y 4283854.95232257