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
14469	1649 1146EX	14469	Comanche	I-44 NB	ROAD TO GATE 1 UNDER	1649 1146 X	40ft.,2-63ft.,40ft. I-BM. SPANS SK.60 DEG.	1959	34.66	-98.38230278	208.005	28.031	—	4	30	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	11400	2022	5	Unmatched
Raw data OBJECTID 14745 BRKEY 14469 NBI No. 14469 On Under 1 Structure No. 1649 1146EX Control No. 049 Lane Ind. E Milepoint 11460 Facility Carried I-44 NB Feature Intersected ROAD TO GATE 1 UNDER Division 07 County 031 Location 11.4 MI N OF SH 36 Sufficiency 78.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 11400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 208.005 Deck Width 28.031 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 6 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 18240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1603 Min Measured Clearance 1510 NBI Rating 14469 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.,2-63ft.,40ft. I-BM. SPANS SK.60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 1146 X H Index 85.2654 Latitude 34:39:36 Longitude -98:22:56.29 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 140 NBI Text 14469 Vault Link http://plansrv1/bridgemaintvault/b14469 GIS FO/SD FO H Inv. Method 28 Latitude DD 34.66 Longitude DD -98.38230278 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14745 x -10951867.8485393 y 4117771.96011135
14468	6029 0117WX	14468	Payne	I-35 SB	BEAVER CREEK	6029 0117WX	64ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 60 DEG. W/ SLOPED-FACE PARAPET RAILS	1959	36.00395278	-97.34996667	210	41.001	—	3	30	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10150	2022	5	Unmatched
Raw data OBJECTID 14744 BRKEY 14468 NBI No. 14468 On Under 1 Structure No. 6029 0117WX Control No. 029 Lane Ind. W Milepoint 01170 Facility Carried I-35 SB Feature Intersected BEAVER CREEK Division 04 County 119 Location 1.2 MI N LOGAN C/L Sufficiency 93.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 10150 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.4 HS Inv. Rating Method 1 HS Inv. Method 29.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 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 -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14468 ODOT County 60 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 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 60 DEG. W/ SLOPED-FACE PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0117WX H Index 88.9766 Latitude 36:00:14.23 Longitude -97:20:59.88 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 14468 Vault Link http://plansrv1/bridgemaintvault/b14468 GIS FO/SD Meets Standards H Inv. Method 16.4 Latitude DD 36.00395278 Longitude DD -97.34996667 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14744 x -10836948.7184465 y 4301165.28210834
14467	6029 0117EX	14467	Payne	I-35 NB	BEAVER CREEK	6029 0117EX	64ft.-80ft.-64ft. CONT. I-BM. SPANS SK.60 DEG. W/ SLOPED-FACE PARAPETS	1959	36.00374167	-97.34963611	210	41.001	—	3	30	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10150	2022	5	Unmatched
Raw data OBJECTID 14743 BRKEY 14467 NBI No. 14467 On Under 1 Structure No. 6029 0117EX Control No. 029 Lane Ind. E Milepoint 01170 Facility Carried I-35 NB Feature Intersected BEAVER CREEK Division 04 County 119 Location 1.2 MI N LOGAN C/L Sufficiency 93.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 10150 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.4 HS Inv. Rating Method 1 HS Inv. Method 29.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 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 -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14467 ODOT County 60 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 64ft.-80ft.-64ft. CONT. I-BM. SPANS SK.60 DEG. W/ SLOPED-FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0117EX H Index 89.5601 Latitude 36:00:13.47 Longitude -97:20:58.69 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 14467 Vault Link http://plansrv1/bridgemaintvault/b14467 GIS FO/SD Meets Standards H Inv. Method 16.4 Latitude DD 36.00374167 Longitude DD -97.34963611 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14743 x -10836911.9206757 y 4301136.23228064
14466	5515R0506 X	14466	Oklahoma	FAU 9440 (SE 15)	I-35 UNDER	5515R0506 X	36ft.-59ft.-59ft.-36ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS SK. 70 DEG.	1959	35.44833333	-97.48666667	191.929	51.801	—	4	20	4	43.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	0	_	Poor (4)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	75000	1999	5	Unmatched
Raw data OBJECTID 14742 BRKEY 14466 NBI No. 14466 On Under 2 Structure No. 5515R0506 X Control No. 015 Lane Ind. Milepoint 05060 Facility Carried FAU 9440 (SE 15) Feature Intersected I-35 UNDER Division 04 County 109 Location 5.1 MI N CLEVELAND CO Sufficiency 0 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 52.001 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 75000 ADT Year 1999 Design Load H 20 Skew 20 No. Main Spans 4 Road Width 43.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 191.929 Deck Width 51.801 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 4 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy N 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 150000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14466 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 2.999 Rt. Curb SW 2.999 Description 36ft.-59ft.-59ft.-36ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS SK. 70 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0506 X H Index 100 Latitude 35:26:54 Longitude -97:29:12 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 UNDER Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14466 Vault Link http://plansrv1/bridgemaintvault/b14466 GIS FO/SD SD H Inv. Method 19.842 Latitude DD 35.44833333 Longitude DD -97.48666667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14742 x -10852166.092838 y 4224976.00122371
14465	1649R1240WX	14465	Comanche	I-44 SB	MEDICINE CREEK & RD. UND	1649 1240WX	3-60ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	34.67318889	-98.38301667	181.102	31.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	42.6	Poor (4)	Critical (2)	Poor (4)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	11050	2007	5	Unmatched
Raw data OBJECTID 14741 BRKEY 14465 NBI No. 14465 On Under 1 Structure No. 1649R1240WX Control No. 049 Lane Ind. W Milepoint 12400 Facility Carried I-44 SB Feature Intersected MEDICINE CREEK & RD. UND Division 07 County 031 Location 12.4 MI N OF SH 36 Sufficiency 42.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 27.999 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 11050 ADT Year 2007 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30.997 Span Type Main M Material 3 - Steel Design 02 Length 181.102 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 2 Super Rating 4 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.714 HS Inv. Rating Method 1 HS Inv. Method 29.762 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17680 Future ADT Year 2027 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1100 Max Measured Clearance N Min Measured Clearance N NBI Rating 14465 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 3-60ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1649 1240WX H Index 56.8413 Latitude 34:40:23.48 Longitude -98:22:58.86 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-44 SB Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 143 NBI Text 14465 Vault Link http://plansrv1/bridgemaintvault/b14465 GIS FO/SD SD H Inv. Method 23.81 Latitude DD 34.67318889 Longitude DD -98.38301667 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14741 x -10951947.3184105 y 4119557.03452132
14375	4405 1653EX	14375	McClain	I-35	E1335 JOHNSON RD. UNDER	4405 1653EX	30ft.-40ft.-30ft. CONT. CO	1959	35.07928889	-97.40778333	102.034	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	17700	2022	5	Unmatched
Raw data OBJECTID 14740 BRKEY 14375 NBI No. 14375 On Under 1 Structure No. 4405 1653EX Control No. 005 Lane Ind. E Milepoint 16530 Facility Carried I-35 Feature Intersected E1335 JOHNSON RD. UNDER Division 03 County 087 Location 9.2 MI S CLEV. C/L Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 17700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 0 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 102.034 Deck Width 42.979 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 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14375 ODOT County 44 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1653EX H Index 90.9659 Latitude 35:04:45.44 Longitude -97:24:28.02 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 -1 NBI Text 14375 Vault Link http://plansrv1/bridgemaintvault/b14375 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.07928889 Longitude DD -97.40778333 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14740 x -10843384.8395971 y 4174661.41474231
14374	4230 0940WX	14374	Logan	I-35	INDUSTRIAL RD. UNDER	4230 0940WX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAIL	1959	35.85606944	-97.39440278	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12500	2022	5	Unmatched
Raw data OBJECTID 14739 BRKEY 14374 NBI No. 14374 On Under 1 Structure No. 4230 0940WX Control No. 030 Lane Ind. W Milepoint 09400 Facility Carried I-35 Feature Intersected INDUSTRIAL RD. UNDER Division 04 County 083 Location 9.4 MI N OKLA. C/L Sufficiency 96.3 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 12500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 8.698 Underclearance Left 0 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 102.034 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20000 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 M Existing Posting -1 Max Measured Clearance 1406 Min Measured Clearance 1406 NBI Rating 14374 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0940WX H Index 91.226 Latitude 35:51:21.85 Longitude -97:23:39.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 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 14374 Vault Link http://plansrv1/bridgemaintvault/b14374 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.85606944 Longitude DD -97.39440278 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14739 x -10841895.3235846 y 4280834.77911681
14373	4230 0940EX	14373	Logan	I-35	INDUSTRIAL RD. UNDER	4230 0940EX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH PARAPET RETRO-FIT RAILS	1959	35.85606944	-97.39403889	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12800	2022	5	Unmatched
Raw data OBJECTID 14738 BRKEY 14373 NBI No. 14373 On Under 1 Structure No. 4230 0940EX Control No. 030 Lane Ind. E Milepoint 09400 Facility Carried I-35 Feature Intersected INDUSTRIAL RD. UNDER Division 04 County 083 Location 9.4 MI N OKLA. C/L Sufficiency 96.3 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 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 8.199 Underclearance Left 0 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 102.034 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20480 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign M Existing Posting -1 Max Measured Clearance 1406 Min Measured Clearance 1406 NBI Rating 14373 ODOT County 42 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH PARAPET RETRO-FIT RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4230 0940EX H Index 95.7194 Latitude 35:51:21.85 Longitude -97:23:38.54 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 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 14373 Vault Link http://plansrv1/bridgemaintvault/b14373 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.85606944 Longitude DD -97.39403889 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14738 x -10841854.8155351 y 4280834.77911681
14372	2004 0776SX	14372	Custer	I-40 EB	CORN ROAD UNDER	2004 0776SX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS	1959	35.52211111	-98.78228056	102.034	40.299	—	3	0	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11500	2022	5	Unmatched
Raw data OBJECTID 14737 BRKEY 14372 NBI No. 14372 On Under 1 Structure No. 2004 0776SX Control No. 004 Lane Ind. S Milepoint 07760 Facility Carried I-40 EB Feature Intersected CORN ROAD UNDER Division 05 County 039 Location 7.3 MI E JCT I-40 BUS Sufficiency 95.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 11500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 7.402 Underclearance Left 6.601 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 40.299 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18400 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance 1502 Min Measured Clearance 1403 NBI Rating 14372 ODOT County 20 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 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 0776SX H Index 97.8723 Latitude 35:31:19.6 Longitude -98:46:56.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14372 Vault Link http://plansrv1/bridgemaintvault/b14372 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.52211111 Longitude DD -98.78228056 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14737 x -10996393.1713375 y 4235062.27946905
14371	7125 0751 X	14371	Tillman	S.H. 54	LITTLE DEEP RED CREEK	7125 0751 X	2(10ft.,2-12ft.,10ft.)x10ft.x30ft. RDY. R.C.B. W/ CONC. HANDRAILS	1959	34.35623333	-98.87124167	101.05	32.001	—	8	0	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	280	2022	5	Unmatched
Raw data OBJECTID 14736 BRKEY 14371 NBI No. 14371 On Under 1 Structure No. 7125 0751 X Control No. 025 Lane Ind. Milepoint 07510 Facility Carried S.H. 54 Feature Intersected LITTLE DEEP RED CREEK Division 05 County 141 Location 7.5 MI N JCT U.S. 70 Sufficiency 99.3 Kind Hwy 3 Level Service 1 Route No. 00054 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 280 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 24.003 Span Type Main M Material 1 - Concrete Design 19 Length 101.05 Deck Width 32.001 Bridge Open Closed A TSF Rail 0 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.384 HS Inv. Rating Method 3 HS Inv. Method 38.14 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 448 Future ADT Year 2042 Bypass Detour 31.689931 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 14371 ODOT County 71 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2(10ft.,2-12ft.,10ft.)x10ft.x30ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7125 0751 X H Index 67 Latitude 34:21:22.44 Longitude -98:52:16.47 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 54 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14371 Vault Link http://plansrv1/bridgemaintvault/b14371 GIS FO/SD Meets Standards H Inv. Method 21.164 Latitude DD 34.35623333 Longitude DD -98.87124167 ODOT County Number 71 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14736 x -11006296.2768031 y 4076736.34989938
14370	6029 0590WX	14370	Payne	I-35 SB	CO. RD. E0650 UNDER	6029 0590WX	30ft.-40ft.-30ft. CONT.CONC. SLAB SPANS W/ F-SHAPED RAILS	1959	36.072133	-97.345356	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10100	2022	5	Unmatched
Raw data OBJECTID 14735 BRKEY 14370 NBI No. 14370 On Under 1 Structure No. 6029 0590WX Control No. 029 Lane Ind. W Milepoint 05900 Facility Carried I-35 SB Feature Intersected CO. RD. E0650 UNDER Division 04 County 119 Location 3 MI S OF SH 51 JCT Sufficiency 81.7 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 10100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 8.901 Underclearance Left 0 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 102.034 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 7 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16160 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 Y Existing Posting 1305 Max Measured Clearance 1406 Min Measured Clearance 1404 NBI Rating 14370 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. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT.CONC. SLAB SPANS W/ F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0590WX H Index 83.603 Latitude 36:04:19.68 Longitude -97:20:43.28 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14370 Vault Link http://plansrv1/bridgemaintvault/b14370 GIS FO/SD FO H Inv. Method 20.4 Latitude DD 36.072133 Longitude DD -97.345356 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14735 x -10836435.4610099 y 4310551.30630991
14464	1649R1240EX	14464	Comanche	I-44 NB	MEDICINE CREEK & RD. UND	1649 1240EX	3-60ft. I-BM. SPANS	1959	34.67320556	-98.38270833	181.102	31.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	58.7	Fair (5)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	11050	2007	5	Unmatched
Raw data OBJECTID 14722 BRKEY 14464 NBI No. 14464 On Under 1 Structure No. 1649R1240EX Control No. 049 Lane Ind. E Milepoint 12400 Facility Carried I-44 NB Feature Intersected MEDICINE CREEK & RD. UND Division 07 County 031 Location 12.4 MI N OF SH 36 Sufficiency 58.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 27.999 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 11050 ADT Year 2007 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 3.806 Span Type Main M Material 3 - Steel Design 02 Length 181.102 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 5 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.714 HS Inv. Rating Method 1 HS Inv. Method 29.762 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 17680 Future ADT Year 2027 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1101 Max Measured Clearance N Min Measured Clearance N NBI Rating 14464 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 3-60ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1649 1240EX H Index 73.8501 Latitude 34:40:23.54 Longitude -98:22:57.75 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-44 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 142 NBI Text 14464 Vault Link http://plansrv1/bridgemaintvault/b14464 GIS FO/SD Meets Standards H Inv. Method 23.81 Latitude DD 34.67320556 Longitude DD -98.38270833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14722 x -10951912.9941587 y 4119559.29093275
14463	3625R2304 X	14463	Kay	BENDER RD.	I-35 UNDER	3625 2304 X	31ft.-58ft.-58ft.-31ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS	1959	36.92694722	-97.34948611	181.102	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Closed (K)	28.3	Serious (3)	Serious (3)	Serious (3)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	250	2015	5	Unmatched
Raw data OBJECTID 14721 BRKEY 14463 NBI No. 14463 On Under 1 Structure No. 3625R2304 X Control No. Lane Ind. Milepoint Facility Carried BENDER RD. Feature Intersected I-35 UNDER Division 04 County 071 Location 8.1 MI N JCT SH 11 Sufficiency 28.3 Kind Hwy 4 Level Service 1 Route No. 3614C 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 250 ADT Year 2015 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10.6 Underclearance Left 18.799 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 181.102 Deck Width 28.999 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 3 Super Rating 3 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 5 Underclearance 4 Bridge Posting 2 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 29.542 HS Inv. Rating Method 1 HS Inv. Method 17.747 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 400 Future ADT Year 2035 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight 203245 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1505 Max Measured Clearance 1604 Min Measured Clearance 1509 NBI Rating 14463 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 1.499 Rt. Curb SW 1.499 Description 31ft.-58ft.-58ft.-31ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3625 2304 X H Index 69.4444 Latitude 36:55:37.01 Longitude -97:20:58.15 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name BENDER ROAD (1ST BRAMAN EXIT) Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14463 Vault Link http://plansrv1/bridgemaintvault/b14463 GIS FO/SD SD H Inv. Method 10.141 Latitude DD 36.92694722 Longitude DD -97.34948611 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14721 x -10836895.2227521 y 4428929.05760824
14462	1649R1024 X	14462	Comanche	RAMP TO GATE #2	I-44 UNDER	1649 1024 X	35ft.,2-59ft.,35ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1959	34.64279444	-98.38708889	188.976	53.301	—	4	0	3	47.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2005	5	Unmatched
Raw data OBJECTID 14720 BRKEY 14462 NBI No. 14462 On Under 1 Structure No. 1649R1024 X Control No. Lane Ind. Milepoint Facility Carried RAMP TO GATE #2 Feature Intersected I-44 UNDER Division 07 County 031 Location 10.2 MI N OF SH 36 Sufficiency 77.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1959 ADT Total 5000 ADT Year 2005 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 47.001 Ref. Underclearance Rt. H Underclearance Right 11.099 Underclearance Left 17.5 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 52.999 Span Type Main M Material 3 - Steel Design 02 Length 188.976 Deck Width 53.301 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2025 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1800 Min Measured Clearance 1705 NBI Rating 14462 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.,2-59ft.,35ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1649 1024 X H Index 80.387 Latitude 34:38:34.06 Longitude -98:23:13.52 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name RAMP TO GATE #2 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 138 NBI Text 14462 Vault Link http://plansrv1/bridgemaintvault/b14462 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.64279444 Longitude DD -98.38708889 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14720 x -10952400.6358673 y 4115443.6691599
14461	4230R0499 X	14461	Logan	SEWARD RD.	I-35 UNDER	4230 0499 X	30ft.-60ft.-60ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS	1959	35.79785278	-97.41662778	188.976	32.999	—	4	0	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	13.7	Poor (4)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	2975	2010	5	Unmatched
Raw data OBJECTID 14719 BRKEY 14461 NBI No. 14461 On Under 1 Structure No. 4230R0499 X Control No. Lane Ind. Milepoint Facility Carried SEWARD RD. Feature Intersected I-35 UNDER Division 04 County 083 Location 5 MI N OKLA C/L Sufficiency 13.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 2975 ADT Year 2010 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 4.249 Underclearance Left 14.659 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 188.976 Deck Width 32.999 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 2 Bridge Posting 2 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 23.038 HS Inv. Rating Method 1 HS Inv. Method 13.999 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4760 Future ADT Year 2030 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight 172337 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1803 Max Measured Clearance 1905 Min Measured Clearance 1702 NBI Rating 14461 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 30ft.-60ft.-60ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4230 0499 X H Index 25.9707 Latitude 35:47:52.27 Longitude -97:24:59.86 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name SEWARD ROAD Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14461 Vault Link http://plansrv1/bridgemaintvault/b14461 GIS FO/SD SD H Inv. Method 10.031 Latitude DD 35.79785278 Longitude DD -97.41662778 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14719 x -10844369.3992675 y 4272841.7578239
14460	5515R0431 X	14460	Oklahoma	SE 25TH ST.	I-35 UNDER	5515R0431 X	34ft.-62ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-3ft. SIDEWALKS	1959	35.43833333	-97.485	183.071	59.8	—	4	0	-1	52.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	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	-1	2005	5	Unmatched
Raw data OBJECTID 14718 BRKEY 14460 NBI No. 14460 On Under 1 Structure No. 5515R0431 X Control No. Lane Ind. Milepoint Facility Carried SE 25TH ST. Feature Intersected I-35 UNDER Division 04 County 109 Location 4.3 MI N CLEVELAND CO Sufficiency 85.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 60 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 -1 ADT Year 2005 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 10.2 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes -1 Fill RCB -1 Appr. Roadway Width 52.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 183.071 Deck Width 59.8 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 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry N Underclearance 4 Bridge Posting 5 Waterway Adequacy N 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 -2 Future ADT Year 2025 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 14460 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 34ft.-62ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-3ft. SIDEWALKS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0431 X H Index 100 Latitude 35:26:18 Longitude -97:29:06 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name SE 25TH ST. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14460 Vault Link http://plansrv1/bridgemaintvault/b14460 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.43833333 Longitude DD -97.485 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14718 x -10851980.5599823 y 4223609.59723383
14459	6029 0391 X	14459	Payne	CO. RD. E0670	I-35 UNDER	6029 0391 X	32ft.-60ft.-60ft.-32ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS	1959	36.0433	-97.34551667	186.024	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	64.3	Poor (4)	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 14717 BRKEY 14459 NBI No. 14459 On Under 1 Structure No. 6029 0391 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0670 Feature Intersected I-35 UNDER Division 04 County 119 Location 5.0 MI S JCT SH 51 Sufficiency 64.3 Kind Hwy 4 Level Service 1 Route No. E0670 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 9.098 Underclearance Left 23.199 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 16.49 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 186.024 Deck Width 28.999 Bridge Open Closed P 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 4 Deck Geometry 6 Underclearance 2 Bridge Posting 3 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 18.96 HS Inv. Rating Method 2 HS Inv. Method 14.881 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 80 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight 191919 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1707 Max Measured Clearance 1710 Min Measured Clearance 1601 NBI Rating 14459 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 32ft.-60ft.-60ft.-32ft. 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 0391 X H Index 93.6889 Latitude 36:02:35.88 Longitude -97:20:43.86 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E0670 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14459 Vault Link http://plansrv1/bridgemaintvault/b14459 GIS FO/SD FO H Inv. Method 14.86 Latitude DD 36.0433 Longitude DD -97.34551667 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14717 x -10836453.3467125 y 4306581.02211314
14369	6029 0590EX	14369	Payne	I-35 N.B.	CO. RD. E0650 UNDER	6029 0590EX	30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. CONC. OVERLAY & F-SHAPED RAILS	1959	36.072131	-97.344989	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	Satisfactory (6)	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	10150	2022	5	Unmatched
Raw data OBJECTID 14716 BRKEY 14369 NBI No. 14369 On Under 1 Structure No. 6029 0590EX Control No. 029 Lane Ind. E Milepoint 05900 Facility Carried I-35 N.B. Feature Intersected CO. RD. E0650 UNDER Division 04 County 119 Location 3.0 MI S JCT SH 51 Sufficiency 92.7 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 10150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 8.901 Underclearance Left 0 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 102.034 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 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 8 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 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 Y Existing Posting 1305 Max Measured Clearance 1401 Min Measured Clearance 1309 NBI Rating 14369 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. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. CONC. OVERLAY & F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0590EX H Index 86.11 Latitude 36:04:19.67 Longitude -97:20:41.96 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14369 Vault Link http://plansrv1/bridgemaintvault/b14369 GIS FO/SD FO H Inv. Method 20.4 Latitude DD 36.072131 Longitude DD -97.344989 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14716 x -10836394.6067568 y 4310551.03086082
14368	6029 0490EX	14368	Payne	I-35 N.B.	FAS 6026 (MULHALL RD UND	6029 0490EX	30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. CONC. OVERLAY & F-SHAPED RAILS	1959	36.057681	-97.346167	102.034	42.999	—	3	0	2	38.497	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10150	2022	5	Unmatched
Raw data OBJECTID 14715 BRKEY 14368 NBI No. 14368 On Under 1 Structure No. 6029 0490EX Control No. 029 Lane Ind. E Milepoint 04900 Facility Carried I-35 N.B. Feature Intersected FAS 6026 (MULHALL RD UND Division 04 County 119 Location 4.0 MI S JCT SH 51 Sufficiency 94.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.497 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 10150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.497 Ref. Underclearance Rt. H Underclearance Right 6.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.497 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 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. 1 Deck Rating 7 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 8 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 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 1402 Max Measured Clearance 1410 Min Measured Clearance 1405 NBI Rating 14368 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. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT.CONC.SLAB SPANS W/ 5in. CONC. OVERLAY & F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0490EX H Index 96.8685 Latitude 36:03:27.65 Longitude -97:20:46.2 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 14368 Vault Link http://plansrv1/bridgemaintvault/b14368 GIS FO/SD Meets Standards H Inv. Method 20.4 Latitude DD 36.057681 Longitude DD -97.346167 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14715 x -10836525.741117 y 4308561.09405137
14367	6029 0490WX	14367	Payne	I-35 SB	FAS 6026 (MULHALL RD UND	6029 0490WX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS	1959	36.057692	-97.346297	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10150	2022	5	Unmatched
Raw data OBJECTID 14714 BRKEY 14367 NBI No. 14367 On Under 1 Structure No. 6029 0490WX Control No. 029 Lane Ind. W Milepoint 04900 Facility Carried I-35 SB Feature Intersected FAS 6026 (MULHALL RD UND Division 04 County 119 Location 4.0 MI S JCT SH 51 Sufficiency 94.7 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 10150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.49 Underclearance Left 0 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 102.034 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 7 Super Rating 6 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 8 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 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 1402 Max Measured Clearance 1502 Min Measured Clearance 1500 NBI Rating 14367 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. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6029 0490WX H Index 90.7461 Latitude 36:03:27.69 Longitude -97:20:46.67 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 -1 NBI Text 14367 Vault Link http://plansrv1/bridgemaintvault/b14367 GIS FO/SD Meets Standards H Inv. Method 20.4 Latitude DD 36.057692 Longitude DD -97.346297 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14714 x -10836540.2126508 y 4308562.60874316
14366	5233 0297EX	14366	Noble	I-35 N.B.	CO. RD E0560(ORLANDO UND	5233 0297EX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ 5in. H/D OVERLAY & PARAPET RAILS	1959	36.202344	-97.327844	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14713 BRKEY 14366 NBI No. 14366 On Under 1 Structure No. 5233 0297EX Control No. 033 Lane Ind. E Milepoint 02970 Facility Carried I-35 N.B. Feature Intersected CO. RD E0560(ORLANDO UND Division 04 County 103 Location 5.0 MI S JCT US 77 Sufficiency 90.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 71.998 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 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 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 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 Y Existing Posting 1404 Max Measured Clearance 1409 Min Measured Clearance 1408 NBI Rating 14366 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ 5in. H/D OVERLAY & PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0297EX H Index 73.8718 Latitude 36:12:08.44 Longitude -97:19:40.24 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 14366 Vault Link http://plansrv1/bridgemaintvault/b14366 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.202344 Longitude DD -97.327844 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14713 x -10834486.0340872 y 4328499.43295177
14365	5233 0297WX	14365	Noble	I-35 S.B.	CO. RD E0560(ORLANDO UND	5233 0297WX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS	1959	36.202347	-97.328211	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8100	2022	5	Unmatched
Raw data OBJECTID 14712 BRKEY 14365 NBI No. 14365 On Under 1 Structure No. 5233 0297WX Control No. 033 Lane Ind. W Milepoint 02970 Facility Carried I-35 S.B. Feature Intersected CO. RD E0560(ORLANDO UND Division 04 County 103 Location 5.0 MI S JCT US 77 Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.913 Underclearance Left 0 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 102.034 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 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 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 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 Y Existing Posting 1404 Max Measured Clearance 1409 Min Measured Clearance 1408 NBI Rating 14365 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0.2 Rt. Curb SW 0.2 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 0297WX H Index 76.8594 Latitude 36:12:08.45 Longitude -97:19:41.56 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 14365 Vault Link http://plansrv1/bridgemaintvault/b14365 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.202347 Longitude DD -97.328211 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14712 x -10834526.8883403 y 4328499.84681163
14458	5515R0255 X	14458	Oklahoma	SE 51TH ST.	I-35 UNDER	5515R0255 X	32ft.-58ft.-58ft.-32ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS SK. 72 DEG. 30ft.	1959	35.41333333	-97.49	182.001	35.801	—	4	17	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.9	Fair (5)	Poor (4)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	1999	5	Unmatched
Raw data OBJECTID 14699 BRKEY 14458 NBI No. 14458 On Under 1 Structure No. 5515R0255 X Control No. Lane Ind. Milepoint Facility Carried SE 51TH ST. Feature Intersected I-35 UNDER Division 04 County 109 Location 2.5 MI N CLEVELAND CO Sufficiency 74.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 57.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1959 ADT Total 1000 ADT Year 1999 Design Load HS 20 Skew 17 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 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 182.001 Deck Width 35.801 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 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 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 69000 Future ADT Year 2019 Bypass Detour 6 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 14458 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 32ft.-58ft.-58ft.-32ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS SK. 72 DEG. 30ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5515R0255 X H Index 100 Latitude 35:24:48 Longitude -97:29:24 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name SE 51TH ST. Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14458 Vault Link http://plansrv1/bridgemaintvault/b14458 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.41333333 Longitude DD -97.49 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14699 x -10852537.1574362 y 4220194.32955888
14455	2002 0952 X	14455	Custer	I-40 BUS.	I-40 UNDER	2002 0952 X	32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS, SK. 14 DEG. L.F.	1959	35.49722222	-98.98527778	184.055	29.003	—	4	14	2	24.003	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	60.8	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	8000	2022	5	Unmatched
Raw data OBJECTID 14696 BRKEY 14455 NBI No. 14455 On Under 1 Structure No. 2002 0952 X Control No. Lane Ind. Milepoint Facility Carried I-40 BUS. Feature Intersected I-40 UNDER Division 05 County 039 Location EB OFF-RAMP CLINTON KMART Sufficiency 60.8 Kind Hwy 3 Level Service 6 Route No. 0040B Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.003 Bridge System A 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 8000 ADT Year 2022 Design Load H 20 Skew 14 No. Main Spans 4 Road Width 24.003 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 11.201 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 184.055 Deck Width 29.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 40.25 HS Inv. Rating Method 1 HS Inv. Method 24.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12800 Future ADT Year 2042 Bypass Detour 3.99999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1903 Min Measured Clearance 1603 NBI Rating 14455 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-59ft.-59ft.-32ft. CONT. CONC. SLAB SPANS, SK. 14 DEG. L.F. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 0952 X H Index 89.0626 Latitude 35:29:50 Longitude -98:59:07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 BUS. Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 14455 Vault Link http://plansrv1/bridgemaintvault/b14455 GIS FO/SD FO H Inv. Method 15.59 Latitude DD 35.49722222 Longitude DD -98.98527778 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14696 x -11018990.7185003 y 4231658.64442249
14454	6029R0887EX	14454	Payne	I-35	S.H. 51 UNDER	6029 0887EX	30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH PARAPET WALLS	1959	36.115	-97.345	171.916	35	—	4	0	2	30	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	31	Serious (3)	Poor (4)	Serious (3)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9250	2005	5	Unmatched
Raw data OBJECTID 14695 BRKEY 14454 NBI No. 14454 On Under 1 Structure No. 6029R0887EX Control No. 029 Lane Ind. E Milepoint 08870 Facility Carried I-35 Feature Intersected S.H. 51 UNDER Division 04 County 119 Location 8.9 MI N LOGAN C/L Sufficiency 31 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y 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 9250 ADT Year 2005 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 19.501 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 35.997 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 4 Super Rating 3 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N 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 14800 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 1604 Min Measured Clearance 1503 NBI Rating 14454 ODOT County 60 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 0.801 Rt. Curb SW 0.801 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH PARAPET WALLS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6029 0887EX H Index 35.4441 Latitude 36:06:54 Longitude -97:20:42 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14454 Vault Link http://plansrv1/bridgemaintvault/b14454 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.115 Longitude DD -97.345 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14695 x -10836395.8312712 y 4316456.75422685
14453	6029R0887WX	14453	Payne	I-35	S.H. 51 UNDER	6029 0887WX	30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH PARAPET RAILS	1959	36.115	-97.345	171.916	47.001	—	4	0	3	42.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	31	Serious (3)	Poor (4)	Poor (4)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9250	2005	5	Unmatched
Raw data OBJECTID 14694 BRKEY 14453 NBI No. 14453 On Under 1 Structure No. 6029R0887WX Control No. 029 Lane Ind. W Milepoint 08870 Facility Carried I-35 Feature Intersected S.H. 51 UNDER Division 04 County 119 Location 8.9 MI N LOGAN C/L Sufficiency 31 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 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 9250 ADT Year 2005 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 20.4 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 171.916 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 4 Super Rating 4 Sub Rating 3 Chan. Rating N Culv. Rating N Structure Rating 3 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N 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 14800 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 1608 Min Measured Clearance 1504 NBI Rating 14453 ODOT County 60 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 0.801 Rt. Curb SW 0.801 Description 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH PARAPET RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6029 0887WX H Index 51.5323 Latitude 36:06:54 Longitude -97:20:42 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14453 Vault Link http://plansrv1/bridgemaintvault/b14453 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 36.115 Longitude DD -97.345 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14694 x -10836395.8312712 y 4316456.75422685
14364	0848 0294NX	14364	Caddo	I-40 WB	S.H. 58 UNDER	0848 0294NX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS	1959	35.536522	-98.571039	102.034	43.002	—	3	0	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9600	2022	5	Unmatched
Raw data OBJECTID 14693 BRKEY 14364 NBI No. 14364 On Under 1 Structure No. 0848 0294NX Control No. 048 Lane Ind. N Milepoint 02940 Facility Carried I-40 WB Feature Intersected S.H. 58 UNDER Division 05 County 015 Location 3.0 MI E CUSTER C/L Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 9600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 7.7 Underclearance Left 7.799 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 43.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 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 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15360 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1609 Min Measured Clearance 1602 NBI Rating 14364 ODOT County 08 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 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0294NX H Index 88.4127 Latitude 35:32:11.48 Longitude -98:34:15.74 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14364 Vault Link http://plansrv1/bridgemaintvault/b14364 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.536522 Longitude DD -98.571039 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14693 x -10972877.8684439 y 4237033.49709611
14363	0848 0294SX	14363	Caddo	I-40 EB	S.H. 58 UNDER	0848 0294SX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS	1959	35.536225	-98.571033	102.034	43.002	—	3	0	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9850	2022	5	Unmatched
Raw data OBJECTID 14692 BRKEY 14363 NBI No. 14363 On Under 1 Structure No. 0848 0294SX Control No. 048 Lane Ind. S Milepoint 02940 Facility Carried I-40 EB Feature Intersected S.H. 58 UNDER Division 05 County 015 Location 3.0 MI E CUSTER C/L Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 9850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 8.301 Underclearance Left 7.1 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 43.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15760 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1700 Min Measured Clearance 1502 NBI Rating 14363 ODOT County 08 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 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0294SX H Index 83.509 Latitude 35:32:10.41 Longitude -98:34:15.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14363 Vault Link http://plansrv1/bridgemaintvault/b14363 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.536225 Longitude DD -98.571033 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14692 x -10972877.200527 y 4236992.86788229
14362	0848 0246NX	14362	Caddo	I-40 WB	S.H. 58 UNDER	0848 0246NX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 15 DEG. L.F.	1959	35.536506	-98.579439	102.034	43.002	—	3	15	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9900	2022	5	Unmatched
Raw data OBJECTID 14691 BRKEY 14362 NBI No. 14362 On Under 1 Structure No. 0848 0246NX Control No. 048 Lane Ind. N Milepoint 02460 Facility Carried I-40 WB Feature Intersected S.H. 58 UNDER Division 05 County 015 Location 2.5 MI E CUSTER C/L Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 6.401 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 43.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 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 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 60 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15840 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1602 Min Measured Clearance 1502 NBI Rating 14362 ODOT County 08 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 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 15 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0246NX H Index 87.0105 Latitude 35:32:11.42 Longitude -98:34:45.98 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14362 Vault Link http://plansrv1/bridgemaintvault/b14362 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 35.536506 Longitude DD -98.579439 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14691 x -10973812.9521666 y 4237031.30831308
14361	0848 0246SX	14361	Caddo	I-40 EB	S.H. 58 UNDER	0848 0246SX	30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 15 DEG. L.F.	1959	35.536208	-98.579533	102.034	43.002	—	3	15	2	38.002	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	10150	2022	5	Unmatched
Raw data OBJECTID 14690 BRKEY 14361 NBI No. 14361 On Under 1 Structure No. 0848 0246SX Control No. 048 Lane Ind. S Milepoint 02460 Facility Carried I-40 EB Feature Intersected S.H. 58 UNDER Division 05 County 015 Location 2.5 E CUSTER C/L Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 10150 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.099 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 Deck Width 43.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 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 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1602 Min Measured Clearance 1502 NBI Rating 14361 ODOT County 08 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 0 Rt. Curb SW 0 Description 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS, SK. 15 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0246SX H Index 91.809 Latitude 35:32:10.35 Longitude -98:34:46.32 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 EB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14361 Vault Link http://plansrv1/bridgemaintvault/b14361 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.536208 Longitude DD -98.579533 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14690 x -10973823.4161987 y 4236990.54230895
14359	7502 0810SX	14359	Washita	I-40	CLINTON LAKE	7502 0810SX	3-30ft. I-BEAM SPANS	1959	35.42251667	-99.22309444	90.879	41.001	—	3	0	2	38.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Satisfactory (6)	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	8700	2022	5	Unmatched
Raw data OBJECTID 14688 BRKEY 14359 NBI No. 14359 On Under 1 Structure No. 7502 0810SX Control No. 002 Lane Ind. S Milepoint 08100 Facility Carried I-40 Feature Intersected CLINTON LAKE Division 05 County 149 Location 8.1 MI E BECKHAM C/L Sufficiency 92.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1959 ADT Total 8700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 90.879 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 42.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14359 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-30ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7502 0810SX H Index 89.8357 Latitude 35:25:21.06 Longitude -99:13:23.14 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 14359 Vault Link http://plansrv1/bridgemaintvault/b14359 GIS FO/SD Meets Standards H Inv. Method 26.4 Latitude DD 35.42251667 Longitude DD -99.22309444 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14688 x -11045464.3479937 y 4221448.74895966
14725	5312 0160 X	14725	Nowata	S.H. 28	CREEK	5312 0160 X	2-10ft.X 6ft.X 56ft. R.C. BOX	1960	36.76685278	-95.60221389	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	960	2022	5	Unmatched
Raw data OBJECTID 14663 BRKEY 14725 NBI No. 14725 On Under 1 Structure No. 5312 0160 X Control No. 012 Lane Ind. Milepoint 01600 Facility Carried S.H. 28 Feature Intersected CREEK Division 08 County 105 Location 1.6 MI E JCT US 169 Sufficiency 93.5 Kind Hwy 3 Level Service 1 Route No. 00028 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 1960 ADT Total 960 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 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 HS Inv. Rating Method 1 HS Inv. Method 29.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1536 Future ADT Year 2042 Bypass Detour 13.048795 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14725 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 6ft.X 56ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5312 0160 X H Index 100 Latitude 36:46:00.67 Longitude -95:36:07.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 28 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14725 Vault Link http://plansrv1/bridgemaintvault/b14725 GIS FO/SD Meets Standards H Inv. Method 16.3 Latitude DD 36.76685278 Longitude DD -95.60221389 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14663 x -10642389.7689444 y 4406658.70523647
15003	5204 2036 X	15003	Noble	U.S. 64	LION CREEK	5204 2036 X	(12ft.-14ft.-12ft.) X 14ft. X 46ft. R.C.BOX SK. 45 DEG. W PARAPET RAILS	1960	36.31776944	-96.92686389	55.331	47.999	—	3	45	2	46.001	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	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)	C	1600	2022	5	Unmatched
Raw data OBJECTID 14654 BRKEY 15003 NBI No. 15003 On Under 1 Structure No. 5204 2036 X Control No. 004 Lane Ind. Milepoint 20360 Facility Carried U.S. 64 Feature Intersected LION CREEK Division 04 County 103 Location 8.2 MI E JCT US177 Sufficiency 99.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46.001 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 1960 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 46.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 47.999 Span Type Main M Material 1 - Concrete Design 19 Length 55.331 Deck Width 47.999 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 2560 Future ADT Year 2042 Bypass Detour 3.728227 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 15003 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 14ft. X 46ft. R.C.BOX SK. 45 DEG. W PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5204 2036 X H Index 93.6629 Latitude 36:19:03.97 Longitude -96:55:36.71 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15003 Vault Link http://plansrv1/bridgemaintvault/b15003 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.31776944 Longitude DD -96.92686389 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14654 x -10789849.1324237 y 4344434.51357878
15002	0905 0232SX	15002	Canadian	I-40	CANYON VIEW CREEK	0905 0232SX	(13ft.-17ft.-13ft.) X 15ft. X 157ft. R.C. BOX SK. 30 DEG. W/ 2ft. ADDft.L. CURTAIN WALL	1960	35.53649722	-98.27043889	52.9	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	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	11950	2022	5	Unmatched
Raw data OBJECTID 14653 BRKEY 15002 NBI No. 15002 On Under 1 Structure No. 0905 0232SX Control No. 005 Lane Ind. S Milepoint 02320 Facility Carried I-40 Feature Intersected CANYON VIEW CREEK Division 04 County 017 Location 2.3 MI. E. CADDO CL Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46.998 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 1960 ADT Total 11950 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 18 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 52.9 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 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 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 19120 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 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15002 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X 15ft. X 157ft. R.C. BOX SK. 30 DEG. W/ 2ft. ADDft.L. CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 0232SX H Index 97.3687 Latitude 35:32:11.39 Longitude -98:16:13.58 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 EB Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15002 Vault Link http://plansrv1/bridgemaintvault/b15002 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.53649722 Longitude DD -98.27043889 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14653 x -10939415.2172663 y 4237030.10721858
15001	5568 0088 X	15001	Oklahoma	I-40	CROOKED OAK CREEK	5568 0088 X	(13ft.-17ft.-13ft.)X 14ft.X 267ft. R.C.BOX SK.60 DEG.	1960	35.46083333	-97.45944444	53.999	0	—	3	30	12	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	87300	2022	5	Unmatched
Raw data OBJECTID 14652 BRKEY 15001 NBI No. 15001 On Under 1 Structure No. 5568 0088 X Control No. 068 Lane Ind. Milepoint 00880 Facility Carried I-40 Feature Intersected CROOKED OAK CREEK Division 04 County 109 Location .8 MI E OF JCT I-35 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 49.003 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 1960 ADT Total 87300 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 12 Fill RCB 7 Appr. Roadway Width 156.001 Span Type Main M Material 1 - Concrete Design 19 Length 53.999 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 139680 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15001 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 14ft.X 267ft. R.C.BOX SK.60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0088 X H Index 92.0025 Latitude 35:27:39 Longitude -97:27:34 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 EB, WB, & FRONTAGE RDS Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15001 Vault Link http://plansrv1/bridgemaintvault/b15001 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.46083333 Longitude DD -97.45944444 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14652 x -10849135.7280561 y 4226684.24499398
14968	5233 2343 X	14968	Noble	I-35	DOE CREEK	5233 2343 X	(12ft.-14ft.-12ft.) X 12ft. X 113ft. R.C. BOX SK.60 DEG. W/ CONC & FLEX-BEAM RAILS	1960	36.49807778	-97.3329	46.398	0	—	3	30	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	17100	2022	5	Unmatched
Raw data OBJECTID 14511 BRKEY 14968 NBI No. 14968 On Under 1 Structure No. 5233 2343 X Control No. 033 Lane Ind. Milepoint 23430 Facility Carried I-35 Feature Intersected DOE CREEK Division 04 County 103 Location 2.7 MI S JCT SH 15 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 65 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 1960 ADT Total 17100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 46.398 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 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 6 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 27360 Future ADT Year 2042 Bypass Detour 24.233476 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 14968 ODOT County 52 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 12ft. X 113ft. R.C. BOX SK.60 DEG. W/ CONC & FLEX-BEAM RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 2343 X H Index 92.7737 Latitude 36:29:53.08 Longitude -97:19:58.44 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 14968 Vault Link http://plansrv1/bridgemaintvault/b14968 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.49807778 Longitude DD -97.3329 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14511 x -10835048.8654326 y 4369374.32159788
14967	5233 2198 X	14967	Noble	I-35	RED ROCK CR O'FLOW & RD	5233 2198 X	(13ft.-17ft.-13ft.) X 12ft. X 108ft. R.C. BOX W/ PARAPET RAILS	1960	36.47791111	-97.32686111	45.197	110	—	3	0	4	71.998	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	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	17100	2022	5	Unmatched
Raw data OBJECTID 14510 BRKEY 14967 NBI No. 14967 On Under 1 Structure No. 5233 2198 X Control No. 033 Lane Ind. Milepoint 21980 Facility Carried I-35 Feature Intersected RED ROCK CR O'FLOW & RD Division 04 County 103 Location 4.5 MI N JCT US 412 Sufficiency 81 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 63.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 17100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 71.998 Ref. Underclearance Rt. H Underclearance Right 0.098 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB FG Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 45.197 Deck Width 110 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance 3 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27360 Future ADT Year 2042 Bypass Detour 24.233476 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1107 Max Measured Clearance 1111 Min Measured Clearance 1111 NBI Rating 14967 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X 12ft. X 108ft. R.C. BOX W/ PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 2198 X H Index 78.0743 Latitude 36:28:40.48 Longitude -97:19:36.7 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 5 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14967 Vault Link http://plansrv1/bridgemaintvault/b14967 GIS FO/SD FO H Inv. Method 20 Latitude DD 36.47791111 Longitude DD -97.32686111 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14510 x -10834376.6192729 y 4366582.03904483
14966	5233 1922 X	14966	Noble	I-35	CREEK	5233 1922 X	(13ft.-17ft.-13ft.) X 15ft. X 160ft. R.C. BOX	1960	36.43785278	-97.32669722	43.999	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69	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	17600	2022	5	Unmatched
Raw data OBJECTID 14509 BRKEY 14966 NBI No. 14966 On Under 1 Structure No. 5233 1922 X Control No. 033 Lane Ind. Milepoint 19220 Facility Carried I-35 Feature Intersected CREEK Division 04 County 103 Location 2.8 MI N JCT US 412 Sufficiency 69 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 57.999 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 1960 ADT Total 17600 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 7 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 43.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 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 5 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 28160 Future ADT Year 2042 Bypass Detour 24.233476 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14966 ODOT County 52 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 160ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 1922 X H Index 94.3457 Latitude 36:26:16.27 Longitude -97:19:36.11 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14966 Vault Link http://plansrv1/bridgemaintvault/b14966 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.43785278 Longitude DD -97.32669722 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14509 x -10834358.3751215 y 4361037.70617723
14965	4826 1664 X	14965	Marshall	S.H. 99	WHISKEY CREEK	4826 1664 X	(13ft. - 17ft. - 13ft.) X 12ft. X 85.5ft. RCB	1960	34.083075	-96.76938889	47.001	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	61.5	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)	B	6700	2022	5	Unmatched
Raw data OBJECTID 14508 BRKEY 14965 NBI No. 14965 On Under 1 Structure No. 4826 1664 X Control No. 026 Lane Ind. Milepoint 16640 Facility Carried S.H. 99 Feature Intersected WHISKEY CREEK Division 02 County 095 Location 0.07 SW JCT US-70 Sufficiency 61.5 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 84 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 1960 ADT Total 6700 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 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 10720 Future ADT Year 2042 Bypass Detour 13.048795 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14965 ODOT County 48 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 13ft.) X 12ft. X 85.5ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4826 1664 X H Index 97.3486 Latitude 34:04:59.07 Longitude -96:46:09.8 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 99 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26 NBI Text 14965 Vault Link http://plansrv1/bridgemaintvault/b14965 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.083075 Longitude DD -96.76938889 ODOT County Number 48 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14508 x -10772319.0956111 y 4039962.43112341
14874	0812 1985 X	14874	Caddo	U.S. 281	CREEK	0812 1985 X	3-10ft.X 4ft.X 63ft. R.C.BOX SK.30 DEG.	1960	35.30873333	-98.33581944	38.058	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77.6	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	2800	2022	5	Unmatched
Raw data OBJECTID 14506 BRKEY 14874 NBI No. 14874 On Under 1 Structure No. 0812 1985 X Control No. 012 Lane Ind. Milepoint 19850 Facility Carried U.S. 281 Feature Intersected CREEK Division 07 County 015 Location 0.2 SE SH152 BINGER Sufficiency 77.6 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1960 ADT Total 2800 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 4 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 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 44 HS Inv. Rating Method 1 HS Inv. Method 26.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 59.030263 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 14874 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 4ft.X 63ft. R.C.BOX SK.30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0812 1985 X H Index 99.4898 Latitude 35:18:31.44 Longitude -98:20:08.95 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 32 NBI Text 14874 Vault Link http://plansrv1/bridgemaintvault/b14874 GIS FO/SD Meets Standards H Inv. Method 14.6 Latitude DD 35.30873333 Longitude DD -98.33581944 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14506 x -10946693.3468001 y 4205916.32349728
14873	4108 1625 X	14873	Lincoln	S.H. 66	CREEK	4108 1625 X	3-10ft.X12ft.X72ft. RC BOX	1960	35.75595833	-96.63342778	34.121	74.147	—	3	0	2	43.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2100	2022	5	Unmatched
Raw data OBJECTID 14505 BRKEY 14873 NBI No. 14873 On Under 1 Structure No. 4108 1625 X Control No. 008 Lane Ind. Milepoint 16250 Facility Carried S.H. 66 Feature Intersected CREEK Division 03 County 081 Location 16.2 MI E JCT SH 18 Sufficiency 93.9 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1960 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 74.147 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14873 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X12ft.X72ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4108 1625 X H Index 98.68 Latitude 35:45:21.45 Longitude -96:38:00.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14873 Vault Link http://plansrv1/bridgemaintvault/b14873 GIS FO/SD Meets Standards H Inv. Method 64 Latitude DD 35.75595833 Longitude DD -96.63342778 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14505 x -10757183.9740782 y 4267093.36422181
14872	6018 1566 X	14872	Payne	S.H. 51	CREEK	6018 1566 X	(3)-8ft. X 7ft. X 75ft. R.C.BOX SK. 60 DEG. WITH PIPE HANDRAILS	1960	36.11574444	-97.08361389	30.84	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82	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	15800	2022	5	Unmatched
Raw data OBJECTID 14504 BRKEY 14872 NBI No. 14872 On Under 1 Structure No. 6018 1566 X Control No. 018 Lane Ind. Milepoint 15660 Facility Carried S.H. 51 Feature Intersected CREEK Division 04 County 119 Location 1.7 MI W JCT US 177 Sufficiency 82 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 75 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 1960 ADT Total 15800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84.31 HS Inv. Rating Method 1 HS Inv. Method 50.58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25280 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 14872 ODOT County 60 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 3.999 Rt. Curb SW 3.999 Description (3)-8ft. X 7ft. X 75ft. R.C.BOX SK. 60 DEG. WITH PIPE HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6018 1566 X H Index 96.762 Latitude 36:06:56.68 Longitude -97:05:01.01 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51(6TH STREET) Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14872 Vault Link http://plansrv1/bridgemaintvault/b14872 GIS FO/SD Meets Standards H Inv. Method 28.09 Latitude DD 36.11574444 Longitude DD -97.08361389 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14504 x -10807298.4626056 y 4316559.33830958
14871	0848 1469 X	14871	Caddo	I-40	CREEK	0848 1469 X	3-10ft.X12ft.X349ft. RDY. R.C.B., SK. 25 DEG. L.F.	1960	35.528747	-98.364044	38.058	0	—	3	25	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	59	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	19000	2022	5	Unmatched
Raw data OBJECTID 14503 BRKEY 14871 NBI No. 14871 On Under 1 Structure No. 0848 1469 X Control No. 048 Lane Ind. Milepoint 14690 Facility Carried I-40 Feature Intersected CREEK Division 05 County 015 Location 11.7 MI E JCT S.H. 58 Sufficiency 59 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 19000 ADT Year 2022 Design Load HS 20 Skew 25 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 35 Appr. Roadway Width 77.001 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 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 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.9 HS Inv. Rating Method 1 HS Inv. Method 99.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30400 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14871 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X12ft.X349ft. RDY. R.C.B., SK. 25 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 1469 X H Index 93.04 Latitude 35:31:43.49 Longitude -98:21:50.56 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14871 Vault Link http://plansrv1/bridgemaintvault/b14871 GIS FO/SD Meets Standards H Inv. Method 99.8 Latitude DD 35.528747 Longitude DD -98.364044 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14503 x -10949835.2904472 y 4235969.93677495
14870	3625 1393 X	14870	Kay	I-35	CREEK	3625 1393 X	(3)-10ft. X 6ft. X 132ft. R.C. BOX	1960	36.79588611	-97.34508056	31.398	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69	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 14502 BRKEY 14870 NBI No. 14870 On Under 1 Structure No. 3625 1393 X Control No. 025 Lane Ind. Milepoint 13930 Facility Carried I-35 Feature Intersected CREEK Division 04 County 071 Location 13.9 MI N NOBLE C/L Sufficiency 69 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 57.497 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 1960 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 4 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 31.398 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.15 HS Inv. Rating Method 1 HS Inv. Method 37.28 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 14870 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3)-10ft. X 6ft. X 132ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 1393 X H Index 85.7643 Latitude 36:47:45.19 Longitude -97:20:42.29 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 14870 Vault Link http://plansrv1/bridgemaintvault/b14870 GIS FO/SD Meets Standards H Inv. Method 20.69 Latitude DD 36.79588611 Longitude DD -97.34508056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14502 x -10836404.7991694 y 4410694.00330599
15031	5233 2081 X	15031	Noble	I-35	HACKBERRY CREEK	5233 2081 X	(13ft.-17ft.-17ft.-13ft.) X 131ft R.C. BOX	1960	36.46081111	-97.32676389	63.199	0	—	4	15	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	17600	2022	5	Unmatched
Raw data OBJECTID 14490 BRKEY 15031 NBI No. 15031 On Under 1 Structure No. 5233 2081 X Control No. 033 Lane Ind. Milepoint 20810 Facility Carried I-35 Feature Intersected HACKBERRY CREEK Division 04 County 103 Location 4.2 MI N JCT US 412 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 71.998 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 1960 ADT Total 17600 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 63.199 Deck Width 0 Bridge Open Closed A TSF Rail 0 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 6 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28160 Future ADT Year 2042 Bypass Detour 24.233476 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15031 ODOT County 52 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.-17ft.-13ft.) X 131ft R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5233 2081 X H Index 82.66 Latitude 36:27:38.92 Longitude -97:19:36.35 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15031 Vault Link http://plansrv1/bridgemaintvault/b15031 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.46081111 Longitude DD -97.32676389 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14490 x -10834365.796792 y 4364214.93770845
14964	4826 1624 X	14964	Marshall	S.H. 99	CREEK	4826 1624 X	(12ft. - 14ft. - 12ft.) X 12ft. X 58ft. RCB SK 30°	1960	34.07933889	-96.77454444	48.501	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79	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)	B	6200	2022	5	Unmatched
Raw data OBJECTID 14489 BRKEY 14964 NBI No. 14964 On Under 1 Structure No. 4826 1624 X Control No. 026 Lane Ind. Milepoint 16240 Facility Carried S.H. 99 Feature Intersected CREEK Division 02 County 095 Location 0.47 SW JCT US-70 Sufficiency 79 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 56 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 1960 ADT Total 6200 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 4 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 48.501 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 9920 Future ADT Year 2042 Bypass Detour 13.048795 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14964 ODOT County 48 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 58ft. RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4826 1624 X H Index 95.1971 Latitude 34:04:45.62 Longitude -96:46:28.36 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 99 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25 NBI Text 14964 Vault Link http://plansrv1/bridgemaintvault/b14964 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.07933889 Longitude DD -96.77454444 ODOT County Number 48 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14489 x -10772893.0088118 y 4039460.28227298
14963	0848 0695 X	14963	Caddo	I-40	CREEK	0848 0695 X	(13ft.-17ft.-13ft.)X15ft.X229ft. RDY. R.C.B.	1960	35.529036	-98.501144	47.9	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	18900	2022	5	Unmatched
Raw data OBJECTID 14488 BRKEY 14963 NBI No. 14963 On Under 1 Structure No. 0848 0695 X Control No. 048 Lane Ind. Milepoint 06950 Facility Carried I-40 Feature Intersected CREEK Division 05 County 015 Location 3.9 MI E JCT S.H. 58 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 18900 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 31 Appr. Roadway Width 77.001 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. 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30240 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14963 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X15ft.X229ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0695 X H Index 93.34 Latitude 35:31:44.53 Longitude -98:30:04.12 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14963 Vault Link http://plansrv1/bridgemaintvault/b14963 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.529036 Longitude DD -98.501144 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14488 x -10965097.1926349 y 4236009.4679124
14962	7125 0556 X	14962	Tillman	S.H. 54	CREEK	7125 0556 X	(12ft.-14ft.-12ft.)x 9ft.x 30ft. RDY. R.C.B. W/ CONC. HANDRAILS	1960	34.32785	-98.87125278	41.995	32.001	—	3	0	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	170	2022	5	Unmatched
Raw data OBJECTID 14487 BRKEY 14962 NBI No. 14962 On Under 1 Structure No. 7125 0556 X Control No. 025 Lane Ind. Milepoint 05560 Facility Carried S.H. 54 Feature Intersected CREEK Division 05 County 141 Location 5.6 MI N JCT U.S. 70 Sufficiency 99.5 Kind Hwy 3 Level Service 1 Route No. 00054 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 1960 ADT Total 170 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 24.003 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 32.001 Bridge Open Closed A TSF Rail 0 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 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 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 272 Future ADT Year 2042 Bypass Detour 31.689931 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 14962 ODOT County 71 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 30ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7125 0556 X H Index 88.7194 Latitude 34:19:40.26 Longitude -98:52:16.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 54 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14962 Vault Link http://plansrv1/bridgemaintvault/b14962 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.32785 Longitude DD -98.87125278 ODOT County Number 71 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14487 x -11006297.5135626 y 4072909.68533978
14961	1414R0530 X	14961	Cleveland	S.H. 37	CREEK	1414 0530 X	4-10ft.X 7ft.X 69ft. RDY R.C.BOX WITH HANDRAIL & 3ft. SIDEWALK ON NORTH SIDE	1960	35.334192	-97.498014	45.932	47.999	—	4	0	4	47.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	49.7	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	19000	2020	5	Unmatched
Raw data OBJECTID 14486 BRKEY 14961 NBI No. 14961 On Under 1 Structure No. 1414R0530 X Control No. 014 Lane Ind. Milepoint 05300 Facility Carried S.H. 37 Feature Intersected CREEK Division 03 County 027 Location 5.3 MI E JCT I-44 Sufficiency 49.7 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 5 Service Type Off 5 Vertical Clearance N Horizontal Clearance 47.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1960 ADT Total 19000 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 47.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB AG Appr. Roadway Width 47.999 Span Type Main M Material 1 - Concrete Design 19 Length 45.932 Deck Width 47.999 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 N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.7 HS Inv. Rating Method 1 HS Inv. Method 31.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30400 Future ADT Year 2040 Bypass Detour 14.291537 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14961 ODOT County 14 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 2.953 Description 4-10ft.X 7ft.X 69ft. RDY R.C.BOX WITH HANDRAIL & 3ft. SIDEWALK ON NORTH SIDE Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1414 0530 X H Index 62.2946 Latitude 35:20:03.09 Longitude -97:29:52.85 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 37 Scour 7 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14961 Vault Link http://plansrv1/bridgemaintvault/b14961 GIS FO/SD FO H Inv. Method 18 Latitude DD 35.334192 Longitude DD -97.498014 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 14486 x -10853429.2718355 y 4209389.75533901
14960	0848 0425 X	14960	Caddo	I-40	CREEK	0848 0425 X	(13ft.-17ft.-13ft.)X15ft.X205ft. RDY R.C.B., SK. 15 DEG. R.F.	1960	35.534883	-98.547978	48.885	0	—	3	15	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	18900	2022	5	Unmatched
Raw data OBJECTID 14485 BRKEY 14960 NBI No. 14960 On Under 1 Structure No. 0848 0425 X Control No. 048 Lane Ind. Milepoint 04250 Facility Carried I-40 Feature Intersected CREEK Division 05 County 015 Location 1.2 MI E JCT S.H. 58 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1960 ADT Total 18900 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 77.001 Span Type Main M Material 1 - Concrete Design 19 Length 48.885 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 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 30240 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 14960 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X15ft.X205ft. RDY R.C.B., SK. 15 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0425 X H Index 94.37 Latitude 35:32:05.58 Longitude -98:32:52.72 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 14960 Vault Link http://plansrv1/bridgemaintvault/b14960 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.534883 Longitude DD -98.547978 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14485 x -10970310.7296667 y 4236809.28590269