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
15569	5507 0751 X	15569	Oklahoma	I-235 SB	I-44 UNDER	5507 0751 X	35ft.,42ft.,2-56ft.,42ft.,35ft. I-BM. SPANS	1962	35.529194	-97.514203	267.5	41.398	—	6	12	3	38.501	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	46.6	Poor (4)	Satisfactory (6)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	40300	2019	5	Unmatched
Raw data OBJECTID 15418 BRKEY 15569 NBI No. 15569 On Under 1 Structure No. 5507 0751 X Control No. Lane Ind. Milepoint Facility Carried I-235 SB Feature Intersected I-44 UNDER Division 04 County 109 Location 7.5 MI N&E OF JCT I 40 Sufficiency 46.6 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.501 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 1962 ADT Total 40300 ADT Year 2019 Design Load HS 20 Skew 12 No. Main Spans 6 Road Width 38.501 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.799 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 38.501 Span Type Main M Material 3 - Steel Design 02 Length 267.5 Deck Width 41.398 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.71 HS Inv. Rating Method 1 HS Inv. Method 33.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 64480 Future ADT Year 2039 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1706 Min Measured Clearance 1700 NBI Rating 15569 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.,42ft.,2-56ft.,42ft.,35ft. I-BM. SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5507 0751 X H Index 72.5825 Latitude 35:31:45.1 Longitude -97:30:51.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-235 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete and Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15569 Vault Link http://plansrv1/bridgemaintvault/b15569 GIS FO/SD FOSD H Inv. Method 24.1 Latitude DD 35.529194 Longitude DD -97.514203 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15418 x -10855231.4230719 y 4236031.08015156
15568	6823 2266 X	15568	Sequoyah	GREENWOOD JCT RD	I-40 UNDER	6823 2266 X	50ft. - (2) 78ft. - 50ft. WF BEAM SK 45°	1962	35.44796944	-94.44838611	260	27.001	—	4	45	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.5	Good (7)	Fair (5)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	600	2022	5	Unmatched
Raw data OBJECTID 15417 BRKEY 15568 NBI No. 15568 On Under 1 Structure No. 6823 2266 X Control No. Lane Ind. Milepoint Facility Carried GREENWOOD JCT RD Feature Intersected I-40 UNDER Division 01 County 135 Location 5.3 E JCT US-64 Sufficiency 82.5 Kind Hwy 4 Level Service 1 Route No. N4800 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 1962 ADT Total 600 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 260 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 57.541 HS Inv. Rating Method 1 HS Inv. Method 34.502 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 960 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1909 Min Measured Clearance 1604 NBI Rating 15568 ODOT County 68 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 50ft. - (2) 78ft. - 50ft. WF BEAM SK 45° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 2266 X H Index 85.5081 Latitude 35:26:52.69 Longitude -94:26:54.19 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name GREENWOOD JCT RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-2266 NBI Text 15568 Vault Link http://plansrv1/bridgemaintvault/b15568 GIS FO/SD Meets Standards H Inv. Method 26.566 Latitude DD 35.44796944 Longitude DD -94.44838611 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15417 x -10513946.2480117 y 4224926.27617253
15567	6823 1898 X	15567	Sequoyah	E DORCUS RD	I-40 UNDER	6823 1898 X	50ft. - (2) 78ft. - 50ft. WF BEAM SK 45°	1962	35.4195	-94.50203889	260	27.001	—	4	45	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.4	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	900	2022	5	Unmatched
Raw data OBJECTID 15416 BRKEY 15567 NBI No. 15567 On Under 1 Structure No. 6823 1898 X Control No. Lane Ind. Milepoint Facility Carried E DORCUS RD Feature Intersected I-40 UNDER Division 01 County 135 Location 1.6 E JCT US-64 Sufficiency 76.4 Kind Hwy 4 Level Service 1 Route No. E1100 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 1962 ADT Total 900 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 260 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 57.5 HS Inv. Rating Method 1 HS Inv. Method 34.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1440 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1700 Min Measured Clearance 1601 NBI Rating 15567 ODOT County 68 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 50ft. - (2) 78ft. - 50ft. WF BEAM SK 45° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1898 X H Index 85.7327 Latitude 35:25:10.2 Longitude -94:30:07.34 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E DORCUS RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1898 NBI Text 15567 Vault Link http://plansrv1/bridgemaintvault/b15567 GIS FO/SD Meets Standards H Inv. Method 26.6 Latitude DD 35.4195 Longitude DD -94.50203889 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15416 x -10519918.8481609 y 4221036.66422854
15565	5568 0403NX	15565	Oklahoma	I-40 WB	FAU 9420 (SE 29) UNDER	5568 0403NX	50ft.-65ft.-82ft.-60ft. PLATE GIRDER SPANS W/ 61ft. CLR.RDY.	1962	35.435475	-97.41035	257.329	67.5	—	4	45	4	61.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.9	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	31400	2022	5	Unmatched
Raw data OBJECTID 15414 BRKEY 15565 NBI No. 15565 On Under 1 Structure No. 5568 0403NX Control No. 068 Lane Ind. N Milepoint 04030 Facility Carried I-40 WB Feature Intersected FAU 9420 (SE 29) UNDER Division 04 County 109 Location 4.1 MI E OF JCT I35 Sufficiency 81.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 61.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 31400 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 4 Road Width 61.001 Ref. Underclearance Rt. H Underclearance Right 7.096 Underclearance Left 6.102 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 61.001 Span Type Main M Material 3 - Steel Design 02 Length 257.329 Deck Width 67.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.5 HS Inv. Rating Method 1 HS Inv. Method 33.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 50240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1707 Min Measured Clearance 1705 NBI Rating 15565 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-65ft.-82ft.-60ft. PLATE GIRDER SPANS W/ 61ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0403NX H Index 83.432 Latitude 35:26:07.71 Longitude -97:24:37.26 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15565 Vault Link http://plansrv1/bridgemaintvault/b15565 GIS FO/SD Meets Standards H Inv. Method 23.4 Latitude DD 35.435475 Longitude DD -97.41035 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15414 x -10843670.5599946 y 4223219.06507298
15564	5568 0403SX	15564	Oklahoma	I-40 EB	SE 29 (FAU9420) UNDER	5568 0403SX	46ft.-59ft.-73ft.-53ft. PLATE GIRDER SPANS	1962	35.435475	-97.41075556	231.129	47.001	—	4	45	3	42.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.8	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	31050	2022	5	Unmatched
Raw data OBJECTID 15413 BRKEY 15564 NBI No. 15564 On Under 1 Structure No. 5568 0403SX Control No. 068 Lane Ind. S Milepoint 04030 Facility Carried I-40 EB Feature Intersected SE 29 (FAU9420) UNDER Division 04 County 109 Location 4.1 MI E OF JCT I35 Sufficiency 64.8 Kind Hwy 1 Level Service 1 Route No. 00040 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 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 31050 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 4 Road Width 42.001 Ref. Underclearance Rt. H Underclearance Right 7.096 Underclearance Left 6.102 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 3 - Steel Design 02 Length 231.129 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. 1 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53.9 HS Inv. Rating Method 1 HS Inv. Method 32.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 49680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1710 Min Measured Clearance 1608 NBI Rating 15564 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 46ft.-59ft.-73ft.-53ft. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0403SX H Index 81.2311 Latitude 35:26:07.71 Longitude -97:24:38.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15564 Vault Link http://plansrv1/bridgemaintvault/b15564 GIS FO/SD Meets Standards H Inv. Method 22.7 Latitude DD 35.435475 Longitude DD -97.41075556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15413 x -10843715.7067272 y 4223219.06507298
15473	5568 0981 X	15473	Oklahoma	I-40	CREEK	5568 0981 X	3-10ft.X 10ft.X 208ft. RC BOX WITH 3ft. ADDITIONAL CURTAIN WALL	1962	35.41299167	-97.31391667	33.999	0	—	3	0	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35900	2022	5	Unmatched
Raw data OBJECTID 15412 BRKEY 15473 NBI No. 15473 On Under 1 Structure No. 5568 0981 X Control No. 068 Lane Ind. Milepoint 09810 Facility Carried I-40 Feature Intersected CREEK Division 04 County 109 Location 9.9 MI E OF JCT I35 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 35900 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 5 Fill RCB 14 Appr. Roadway Width 96.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 61.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 57440 Future ADT Year 2042 Bypass Detour 0 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 15473 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 208ft. RC BOX WITH 3ft. ADDITIONAL CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0981 X H Index 98.8476 Latitude 35:24:46.77 Longitude -97:18:50.1 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15473 Vault Link http://plansrv1/bridgemaintvault/b15473 GIS FO/SD Meets Standards H Inv. Method 52.12 Latitude DD 35.41299167 Longitude DD -97.31391667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15412 x -10832935.6508035 y 4220147.66248561
15472	1648 0966 X	15472	Comanche	S.H. 58	CREEK	1648 0966 X	3-10ft.X 10ft.X 55ft. R.C.BOX SK.30 DEG.	1962	34.84469722	-98.53845833	39.042	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 15411 BRKEY 15472 NBI No. 15472 On Under 1 Structure No. 1648 0966 X Control No. 048 Lane Ind. Milepoint 09660 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 031 Location 0.9 MI. S. KIOWA CL Sufficiency 97.3 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1962 ADT Total 1200 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 3 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 61.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 29.825817 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 15472 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 10ft.X 55ft. R.C.BOX SK.30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1648 0966 X H Index 99.6651 Latitude 34:50:40.91 Longitude -98:32:18.45 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 087 NBI Text 15472 Vault Link http://plansrv1/bridgemaintvault/b15472 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 34.84469722 Longitude DD -98.53845833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15411 x -10969251.0048498 y 4142796.09359646
15471	6340 0924 X	15471	Pottawatomie	I-40	CREEK	6340 0924 X	5-6ft.X 4ft.X 114ft. R.C.B	1962	35.38364444	-96.98098056	36.089	37.999	—	5	0	4	37.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66	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	27900	2022	5	Unmatched
Raw data OBJECTID 15410 BRKEY 15471 NBI No. 15471 On Under 1 Structure No. 6340 0924 X Control No. 040 Lane Ind. Milepoint 09240 Facility Carried I-40 Feature Intersected CREEK Division 03 County 125 Location 9.2 MI E OK C/L Sufficiency 66 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 27900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 36.089 Deck Width 37.999 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 N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44640 Future ADT Year 2042 Bypass Detour 6.835083 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 15471 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 5-6ft.X 4ft.X 114ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6340 0924 X H Index 98.5285 Latitude 35:23:01.12 Longitude -96:58:51.53 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15471 Vault Link http://plansrv1/bridgemaintvault/b15471 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.38364444 Longitude DD -96.98098056 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15410 x -10795873.3725716 y 4216139.88525418
15470	1648 0883 X	15470	Comanche	S.H. 58	CREEK	1648 0883 X	3-10ft.X 12ft.X 58ft. R.C.BOX SK.30 DEG.	1962	34.83304722	-98.53469444	39.042	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.9	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 15409 BRKEY 15470 NBI No. 15470 On Under 1 Structure No. 1648 0883 X Control No. 048 Lane Ind. Milepoint 08830 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 031 Location 1.7 MI. S. KIOWA CL Sufficiency 85.9 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1962 ADT Total 1200 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 3 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.8 HS Inv. Rating Method 1 HS Inv. Method 43.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 29.825817 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 15470 ODOT County 16 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 12ft.X 58ft. R.C.BOX SK.30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1648 0883 X H Index 96.8115 Latitude 34:49:58.97 Longitude -98:32:04.9 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 58 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 086 NBI Text 15470 Vault Link http://plansrv1/bridgemaintvault/b15470 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.83304722 Longitude DD -98.53469444 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15409 x -10968832.0105316 y 4141216.01026456
15469	1732 0735 X	15469	Cotton	S.H. 65	CREEK	1732 0735 X	3-10ft.X 7ft.X 38ft. R.C. BOX SK. 30DG. WITH HANDRAILS & 4ft. CURTAIN WALLS	1962	34.46916667	-98.22638889	38.002	38.002	—	3	30	2	36.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.5	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	620	2022	5	Unmatched
Raw data OBJECTID 15408 BRKEY 15469 NBI No. 15469 On Under 1 Structure No. 1732 0735 X Control No. 032 Lane Ind. Milepoint 07350 Facility Carried S.H. 65 Feature Intersected CREEK Division 07 County 033 Location 7.4 MI N JCT SH 53 Sufficiency 88.5 Kind Hwy 3 Level Service 1 Route No. 00065 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1962 ADT Total 620 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 36.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 38.002 Deck Width 38.002 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.77 HS Inv. Rating Method 1 HS Inv. Method 25.65 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 992 Future ADT Year 2042 Bypass Detour 44.738726 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 15469 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 7ft.X 38ft. R.C. BOX SK. 30DG. WITH HANDRAILS & 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1732 0735 X H Index 92.9507 Latitude 34:28:09 Longitude -98:13:35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 65 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 72 NBI Text 15469 Vault Link http://plansrv1/bridgemaintvault/b15469 GIS FO/SD Meets Standards H Inv. Method 14.25 Latitude DD 34.46916667 Longitude DD -98.22638889 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15408 x -10934511.5936969 y 4091974.97403656
15468	5568 0686 X	15468	Oklahoma	I-40	SOLDIER CREEK	5568 0686 X	(3)-8ft.X 7ft.X 209ft. R.C. BOX SKEWED 60 DEG.	1962	35.428525	-97.36247778	31.001	0	—	3	30	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	40900	2022	5	Unmatched
Raw data OBJECTID 15407 BRKEY 15468 NBI No. 15468 On Under 1 Structure No. 5568 0686 X Control No. 068 Lane Ind. Milepoint 06860 Facility Carried I-40 Feature Intersected SOLDIER CREEK Division 04 County 109 Location 7 MI E OF JCT I35 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 84.997 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 40900 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 5 Fill RCB 7 Appr. Roadway Width 84.003 Span Type Main M Material 1 - Concrete Design 19 Length 31.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 75.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 65440 Future ADT Year 2042 Bypass Detour 0 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 15468 ODOT County 55 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)-8ft.X 7ft.X 209ft. R.C. BOX SKEWED 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0686 X H Index 67 Latitude 35:25:42.69 Longitude -97:21:44.92 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15468 Vault Link http://plansrv1/bridgemaintvault/b15468 GIS FO/SD Meets Standards H Inv. Method 41.7 Latitude DD 35.428525 Longitude DD -97.36247778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15407 x -10838341.448841 y 4222269.54797205
15755	7278 0253NXF	15755	Tulsa	I-44 FRONTAGE RD.	TSU R.R. UNDER	7278 0253NXF	39ft.,49ft.,39ft.CONC SLAB	1963	36.090561	-95.995867	128.937	35.105	—	3	0	2	30	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	500	2022	5	Unmatched
Raw data OBJECTID 15406 BRKEY 15755 NBI No. 15755 On Under 1 Structure No. 7278 0253NXF Control No. 078 Lane Ind. N Milepoint 02530 Facility Carried I-44 FRONTAGE RD. Feature Intersected TSU R.R. UNDER Division 08 County 143 Location .5 MI E JCT US 75 Sufficiency 97 Kind Hwy 2 Level Service 8 Route No. 00044 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 30 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 1963 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. R Underclearance Right 23.999 Underclearance Left 23.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 128.937 Deck Width 35.105 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2300 Min Measured Clearance 2300 NBI Rating 15755 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 39ft.,49ft.,39ft.CONC SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 7278 0253NXF H Index 91.9455 Latitude 36:05:26.02 Longitude -95:59:45.12 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 FRONTAGE RD. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID -1 NBI Text 15755 Vault Link http://plansrv1/bridgemaintvault/b15755 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.090561 Longitude DD -95.995867 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 15406 x -10686211.0326988 y 4313089.5915768
15754	4014 0246 X	15754	Le Flore	U.S. 271	JACKSON CREEK	4014 0246 X	(3) 40ft. I-BEAM	1963	34.716078	-95.042611	121.601	42	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.2	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2600	2022	5	Unmatched
Raw data OBJECTID 15405 BRKEY 15754 NBI No. 15754 On Under 1 Structure No. 4014 0246 X Control No. 014 Lane Ind. Milepoint 02460 Facility Carried U.S. 271 Feature Intersected JACKSON CREEK Division 02 County 079 Location 2.46 N PUSHMATAHA C/L Sufficiency 95.2 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 2600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 121.601 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63 HS Inv. Rating Method 3 HS Inv. Method 48 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4160 Future ADT Year 2042 Bypass Detour 24.233476 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 15754 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 40ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4014 0246 X H Index 100 Latitude 34:42:57.88 Longitude -95:02:33.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 271 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 077 NBI Text 15754 Vault Link http://plansrv1/bridgemaintvault/b15754 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 34.716078 Longitude DD -95.042611 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15405 x -10580095.0601832 y 4125363.90565148
15563	5568 1117 X	15563	Oklahoma	FAU 9380 (SE 59 ST	I-40 UNDER	5568 1094 X	42ft.-78ft.-78ft.-42ft. CONT. I-BM SPANS, SK 45 DEG. W/ SLOPED FACE PARAPETS	1962	35.40585833	-97.29591667	242.999	27.001	—	4	45	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.2	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	1900	2022	5	Unmatched
Raw data OBJECTID 15394 BRKEY 15563 NBI No. 15563 On Under 1 Structure No. 5568 1117 X Control No. Lane Ind. Milepoint Facility Carried FAU 9380 (SE 59 ST Feature Intersected I-40 UNDER Division 04 County 109 Location 11.1 MI E OF JCT I35 Sufficiency 66.2 Kind Hwy 5 Level Service 1 Route No. 09380 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 17 - Collector (Urban) Year Built 1962 ADT Total 1900 ADT Year 2022 Design Load H 15 Skew 45 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.999 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 54.785 HS Inv. Rating Method 1 HS Inv. Method 32.849 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1708 Min Measured Clearance 1606 NBI Rating 15563 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 42ft.-78ft.-78ft.-42ft. CONT. I-BM SPANS, SK 45 DEG. W/ SLOPED FACE PARAPETS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 1094 X H Index 74.467 Latitude 35:24:21.09 Longitude -97:17:45.3 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name FAU 9380 SE 59 ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15563 Vault Link http://plansrv1/bridgemaintvault/b15563 GIS FO/SD FO H Inv. Method 18.298 Latitude DD 35.40585833 Longitude DD -97.29591667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 15394 x -10830931.8999692 y 4219173.37031588
15560	5568 0608 X	15560	Oklahoma	ENGLE RD.	I-40 UNDER	5568 0608 X	41ft.-62ft.-62ft.-41ft. CONT. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS	1962	35.433194	-97.375136	206.001	33.901	—	4	24	2	26.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Closed (K)	12.8	Failed (0)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 15391 BRKEY 15560 NBI No. 15560 On Under 1 Structure No. 5568 0608 X Control No. Lane Ind. Milepoint Facility Carried ENGLE RD. Feature Intersected I-40 UNDER Division 04 County 109 Location 6.2 MI E OF JCT I35 Sufficiency 12.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1962 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 4 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 18.497 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 206.001 Deck Width 33.901 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 0 Deck Geometry 5 Underclearance N Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 0 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1600 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight CLOSED Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1506 Max Measured Clearance 1700 Min Measured Clearance 1508 NBI Rating 15560 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 41ft.-62ft.-62ft.-41ft. CONT. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0608 X H Index 77.1517 Latitude 35:25:59.5 Longitude -97:22:30.49 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name ENGLE ROAD Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15560 Vault Link http://plansrv1/bridgemaintvault/b15560 GIS FO/SD FO H Inv. Method 0 Latitude DD 35.433194 Longitude DD -97.375136 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15391 x -10839750.5554458 y 4222907.42315982
15559	5568 0585 X	15559	Oklahoma	INDUSTRIAL BLVD.	I-40 UNDER	5568 0585 X	37ft.-59ft.-59ft.-43ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS	1962	35.43415	-97.37890278	198.999	52.9	—	4	8	4	47.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2022	5	Unmatched
Raw data OBJECTID 15390 BRKEY 15559 NBI No. 15559 On Under 1 Structure No. 5568 0585 X Control No. Lane Ind. Milepoint Facility Carried INDUSTRIAL BLVD. Feature Intersected I-40 UNDER Division 04 County 109 Location 6 MI E OF JCT I35 Sufficiency 67.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 47.999 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 1962 ADT Total 1000 ADT Year 2022 Design Load H 20 Skew 8 No. Main Spans 4 Road Width 47.999 Ref. Underclearance Rt. H Underclearance Right 9.4 Underclearance Left 21.499 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 198.999 Deck Width 52.9 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 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 59.9 HS Inv. Rating Method 1 HS Inv. Method 35.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1711 Max Measured Clearance 1806 Min Measured Clearance 1607 NBI Rating 15559 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 37ft.-59ft.-59ft.-43ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0585 X H Index 63.6029 Latitude 35:26:02.94 Longitude -97:22:44.05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name INDUSTRIAL BLVD. Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15559 Vault Link http://plansrv1/bridgemaintvault/b15559 GIS FO/SD FO H Inv. Method 26.3 Latitude DD 35.43415 Longitude DD -97.37890278 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 15390 x -10840169.8714773 y 4223038.03570595
15558	5308R1722 X	15558	Nowata	U.S. 169	OPOSSUM CREEK	5308 1722 X	3-60ft. I-BM. SPANS	1962	36.95158056	-95.62904444	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)	53.7	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5700	2016	5	Unmatched
Raw data OBJECTID 15389 BRKEY 15558 NBI No. 15558 On Under 1 Structure No. 5308R1722 X Control No. 008 Lane Ind. Milepoint 17220 Facility Carried U.S. 169 Feature Intersected OPOSSUM CREEK Division 08 County 105 Location 17 MI N JCT US 60 Sufficiency 53.7 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1962 ADT Total 5700 ADT Year 2016 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 43.999 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 5 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75.1 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 Future ADT Year 2036 Bypass Detour 47.845582 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15558 ODOT County 53 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5308 1722 X H Index 78.5289 Latitude 36:57:05.69 Longitude -95:37:44.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15558 Vault Link http://plansrv1/bridgemaintvault/b15558 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.95158056 Longitude DD -95.62904444 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15389 x -10645376.5321081 y 4432359.88896149
15467	7421 0427 X	15467	Washington	U.S. 75	BIVINS CREEK	7421 0427 X	3-10ft.X 7ft.X 184ft. R.C.B	1962	36.48613889	-95.92025556	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	54.2	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	13100	2022	5	Unmatched
Raw data OBJECTID 15388 BRKEY 15467 NBI No. 15467 On Under 1 Structure No. 7421 0427 X Control No. 021 Lane Ind. Milepoint 04270 Facility Carried U.S. 75 Feature Intersected BIVINS CREEK Division 08 County 147 Location 4.3 MI N TULSA C/L Sufficiency 54.2 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1962 ADT Total 13100 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 10 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.5 HS Inv. Rating Method 1 HS Inv. Method 32.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20960 Future ADT Year 2042 Bypass Detour 49.088324 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 15467 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 7ft.X 184ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 0427 X H Index 90.9564 Latitude 36:29:10.1 Longitude -95:55:12.92 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15467 Vault Link http://plansrv1/bridgemaintvault/b15467 GIS FO/SD Meets Standards H Inv. Method 22.8 Latitude DD 36.48613889 Longitude DD -95.92025556 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15388 x -10677794.0056999 y 4367721.17189107
15466	7421 0244 X	15466	Washington	U.S. 75	SAUNDERS CREEK	7421 0244 X	2-10ft.X 6ft.X249ft. R.C.B	1962	36.45941111	-95.92020833	30.84	0	—	2	45	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	13100	2022	5	Unmatched
Raw data OBJECTID 15387 BRKEY 15466 NBI No. 15466 On Under 1 Structure No. 7421 0244 X Control No. 021 Lane Ind. Milepoint 02440 Facility Carried U.S. 75 Feature Intersected SAUNDERS CREEK Division 08 County 147 Location 2.5 MI N TULSA C/L Sufficiency 66.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1962 ADT Total 13100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB 10 Appr. Roadway Width 37.999 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. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 91.3 HS Inv. Rating Method 1 HS Inv. Method 54.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20960 Future ADT Year 2042 Bypass Detour 49.088324 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 15466 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 6ft.X249ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 0244 X H Index 98.5074 Latitude 36:27:33.88 Longitude -95:55:12.75 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15466 Vault Link http://plansrv1/bridgemaintvault/b15466 GIS FO/SD Meets Standards H Inv. Method 36.1 Latitude DD 36.45941111 Longitude DD -95.92020833 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15387 x -10677788.7480803 y 4364021.16305992
15465	0833 0220 X	15465	Caddo	S.H. 58	CREEK	0833 0220 X	3-10ft.X 10ft.X 61ft. R.C.BOX	1962	34.885417	-98.549561	34.121	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98	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	860	2022	5	Unmatched
Raw data OBJECTID 15386 BRKEY 15465 NBI No. 15465 On Under 1 Structure No. 0833 0220 X Control No. 033 Lane Ind. Milepoint 02200 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 015 Location .8 MI S JCT SH 19 Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1962 ADT Total 860 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 99.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1376 Future ADT Year 2042 Bypass Detour 29.825817 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 15465 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 10ft.X 61ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0833 0220 X H Index 100 Latitude 34:53:07.5 Longitude -98:32:58.42 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 82 NBI Text 15465 Vault Link http://plansrv1/bridgemaintvault/b15465 GIS FO/SD Meets Standards H Inv. Method 57.8 Latitude DD 34.885417 Longitude DD -98.549561 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15386 x -10970486.9484206 y 4148320.65390461
15464	0833 0213 X	15464	Caddo	S.H. 58	CREEK	0833 0213 X	3-10ft.X 7ft.X 75ft. R.C.B	1962	34.88189167	-98.54936944	39.042	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	860	2022	5	Unmatched
Raw data OBJECTID 15385 BRKEY 15464 NBI No. 15464 On Under 1 Structure No. 0833 0213 X Control No. 033 Lane Ind. Milepoint 02130 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 015 Location .9 MI S JCT SH 19 Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1962 ADT Total 860 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 8 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.1 HS Inv. Rating Method 1 HS Inv. Method 49.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1376 Future ADT Year 2042 Bypass Detour 29.825817 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 15464 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 7ft.X 75ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0833 0213 X H Index 96.4129 Latitude 34:52:54.81 Longitude -98:32:57.73 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 58 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 81 NBI Text 15464 Vault Link http://plansrv1/bridgemaintvault/b15464 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 34.88189167 Longitude DD -98.54936944 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15385 x -10970465.624059 y 4147842.25486485
15463	7421 0120 X	15463	Washington	U.S. 75	CREEK	7421 0120 X	3-10ft.X 7ft.X 206ft. R.C.B	1962	36.44120278	-95.92019444	33.136	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	63.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	13100	2022	5	Unmatched
Raw data OBJECTID 15384 BRKEY 15463 NBI No. 15463 On Under 1 Structure No. 7421 0120 X Control No. 021 Lane Ind. Milepoint 01200 Facility Carried U.S. 75 Feature Intersected CREEK Division 08 County 147 Location 1.2 MI N TULSA C/L Sufficiency 63.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1962 ADT Total 13100 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 9 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 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 51.6 HS Inv. Rating Method 1 HS Inv. Method 30.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20960 Future ADT Year 2042 Bypass Detour 49.088324 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 15463 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 7ft.X 206ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 0120 X H Index 99.0909 Latitude 36:26:28.33 Longitude -95:55:12.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15463 Vault Link http://plansrv1/bridgemaintvault/b15463 GIS FO/SD Meets Standards H Inv. Method 17.7 Latitude DD 36.44120278 Longitude DD -95.92019444 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15384 x -10677787.2018526 y 4361501.25821297
15462	7421 0110 X	15462	Washington	U.S. 75	CREEK	7421 0110 X	2-10ft.X 5ft.X 272ft. R.C.B	1962	36.43992778	-95.92021667	30.84	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	65.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	13100	2022	5	Unmatched
Raw data OBJECTID 15383 BRKEY 15462 NBI No. 15462 On Under 1 Structure No. 7421 0110 X Control No. 021 Lane Ind. Milepoint 01100 Facility Carried U.S. 75 Feature Intersected CREEK Division 08 County 147 Location 1.1 MI N TULSA C/L Sufficiency 65.1 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1962 ADT Total 13100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 37.999 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. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.3 HS Inv. Rating Method 1 HS Inv. Method 32.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20960 Future ADT Year 2042 Bypass Detour 49.088324 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 15462 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 5ft.X 272ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 0110 X H Index 98.4863 Latitude 36:26:23.74 Longitude -95:55:12.78 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15462 Vault Link http://plansrv1/bridgemaintvault/b15462 GIS FO/SD Meets Standards H Inv. Method 18.1 Latitude DD 36.43992778 Longitude DD -95.92021667 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15383 x -10677789.6764849 y 4361324.82933316
15749	5422 1857NX	15749	Okfuskee	I-40 WB	U.S. 75 UNDER	5422 1857NX	32ft.-46ft.-32ft. CONT. CO	1963	35.43200278	-96.12335	111.877	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8200	2022	5	Unmatched
Raw data OBJECTID 15382 BRKEY 15749 NBI No. 15749 On Under 1 Structure No. 5422 1857NX Control No. 022 Lane Ind. N Milepoint 18570 Facility Carried I-40 WB Feature Intersected U.S. 75 UNDER Division 03 County 107 Location JCT US 75 S 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 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 1963 ADT Total 8200 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 38.058 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 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. 1 Deck Rating 6 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 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13120 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 15749 ODOT County 54 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 32ft.-46ft.-32ft. CONT. CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1857NX H Index 94.6989 Latitude 35:25:55.21 Longitude -96:07:24.06 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 15749 Vault Link http://plansrv1/bridgemaintvault/b15749 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.43200278 Longitude DD -96.12335 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15382 x -10700402.3753436 y 4222744.67608577
15748	5422 1857SX	15748	Okfuskee	I-40 EB	U.S. 75 UNDER	5422 1857SX	32ft.-46ft.-32ft. CONT. CO	1963	35.43160556	-96.12335	111.877	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8400	2022	5	Unmatched
Raw data OBJECTID 15381 BRKEY 15748 NBI No. 15748 On Under 1 Structure No. 5422 1857SX Control No. 022 Lane Ind. S Milepoint 18570 Facility Carried I-40 EB Feature Intersected U.S. 75 UNDER Division 03 County 107 Location JCT US 75 S 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 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 1963 ADT Total 8400 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 38.058 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 111.877 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. 3 Deck Rating 6 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 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13440 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 15748 ODOT County 54 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 32ft.-46ft.-32ft. CONT. CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1857SX H Index 91.0203 Latitude 35:25:53.78 Longitude -96:07:24.06 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 15748 Vault Link http://plansrv1/bridgemaintvault/b15748 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.43160556 Longitude DD -96.12335 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15381 x -10700402.3753436 y 4222690.40755841
15747	5603 0577NX	15747	Okmulgee	I-40 WB	4TH ST. UNDER	5603 0577NX	45ft. - 40ft. - 30ft. I-BEAM	1963	35.43292222	-95.98603333	116.001	42.999	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.4	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15380 BRKEY 15747 NBI No. 15747 On Under 1 Structure No. 5603 0577NX Control No. 003 Lane Ind. N Milepoint 05770 Facility Carried I-40 WB Feature Intersected 4TH ST. UNDER Division 01 County 111 Location 5.77 E OKFUSKEE C/L Sufficiency 93.4 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 116.001 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 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 52.5 HS Inv. Rating Method 1 HS Inv. Method 31.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1506 Max Measured Clearance 1711 Min Measured Clearance 1705 NBI Rating 15747 ODOT County 56 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 2.5 Rt. Curb SW 2.5 Description 45ft. - 40ft. - 30ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0577NX H Index 99.9226 Latitude 35:25:58.52 Longitude -95:59:09.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0577N NBI Text 15747 Vault Link http://plansrv1/bridgemaintvault/b15747 GIS FO/SD Meets Standards H Inv. Method 22.1 Latitude DD 35.43292222 Longitude DD -95.98603333 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15380 x -10685116.3535618 y 4222870.29177158
15746	5603 0577SX	15746	Okmulgee	I-40 EB	4TH ST. UNDER	5603 0577SX	42ft. - 40ft. - 30ft. I-BEAM	1963	35.43255833	-95.98602778	113.999	42.999	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	7650	2022	5	Unmatched
Raw data OBJECTID 15379 BRKEY 15746 NBI No. 15746 On Under 1 Structure No. 5603 0577SX Control No. 003 Lane Ind. S Milepoint 05770 Facility Carried I-40 EB Feature Intersected 4TH ST. UNDER Division 01 County 111 Location 5.77 E OKFUSKEE 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 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 113.999 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 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 70.2 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1506 Max Measured Clearance 1602 Min Measured Clearance 1508 NBI Rating 15746 ODOT County 56 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 2.5 Rt. Curb SW 2.5 Description 42ft. - 40ft. - 30ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0577SX H Index 98.5807 Latitude 35:25:57.21 Longitude -95:59:09.7 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0577S NBI Text 15746 Vault Link http://plansrv1/bridgemaintvault/b15746 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 35.43255833 Longitude DD -95.98602778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15379 x -10685115.7357386 y 4222820.57623866
15745	7281R0104WX	15745	Tulsa	U.S. 169	4TH PLACE ST. UNDER	7281 0104WX	30ft.-56ft.-30 I-BM. SPA	1963	34.626025	-95.96091944	118.11	42.999	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.5	Fair (5)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	44000	2004	5	Unmatched
Raw data OBJECTID 15378 BRKEY 15745 NBI No. 15745 On Under 1 Structure No. 7281R0104WX Control No. 081 Lane Ind. W Milepoint 01040 Facility Carried U.S. 169 Feature Intersected 4TH PLACE ST. UNDER Division 08 County 143 Location 1.2 MI N JCT I-44 Sufficiency 85.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 44000 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 118.11 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 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 70400 Future ADT Year 2024 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1403 Max Measured Clearance 1408 Min Measured Clearance 1407 NBI Rating 15745 ODOT County 72 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.-56ft.-30 I-BM. SPA Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0104WX H Index 69.0584 Latitude 34:37:33.69 Longitude -95:57:39.31 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15745 Vault Link http://plansrv1/bridgemaintvault/b15745 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 34.626025 Longitude DD -95.96091944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15378 x -10682320.6881151 y 4113174.85968237
15744	7281R0104EX	15744	Tulsa	U.S. 169	4TH PLACE ST. UNDER	7281 0104EX	30ft.-56ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1963	36.15508889	-95.86047778	118.11	42.999	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.5	Fair (5)	Satisfactory (6)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	44000	2004	5	Unmatched
Raw data OBJECTID 15377 BRKEY 15744 NBI No. 15744 On Under 1 Structure No. 7281R0104EX Control No. 081 Lane Ind. E Milepoint 01040 Facility Carried U.S. 169 Feature Intersected 4TH PLACE ST. UNDER Division 08 County 143 Location 1.2 MI N JCT I-44 Sufficiency 86.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 44000 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 118.11 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 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 70400 Future ADT Year 2024 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1403 Max Measured Clearance 1407 Min Measured Clearance 1407 NBI Rating 15744 ODOT County 72 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.-56ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7281 0104EX H Index 72.6087 Latitude 36:09:18.32 Longitude -95:51:37.72 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15744 Vault Link http://plansrv1/bridgemaintvault/b15744 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.15508889 Longitude DD -95.86047778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 15377 x -10671139.5736695 y 4321982.40157398
15650	2642T3140 X	15650	Grady	BAILEY A TP (I-44)	CREEK	2642T3140 X	2ft.-10ft.X6ft.X251ft. RCB, SK60RF	1963	35.21488333	-97.71906111	24.199	253.002	—	2	30	6	251.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.3	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	19300	2022	5	Unmatched
Raw data OBJECTID 15373 BRKEY 15650 NBI No. 15650 On Under 1 Structure No. 2642T3140 X Control No. 042 Lane Ind. Milepoint 31400 Facility Carried BAILEY A TP (I-44) Feature Intersected CREEK Division 07 County 051 Location T.P BR NO 8.66 Sufficiency 92.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.499 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 19300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 251.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 6 Fill RCB 11 Appr. Roadway Width 81.001 Span Type Main M Material 1 - Concrete Design 19 Length 24.199 Deck Width 253.002 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 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 30880 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15650 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2ft.-10ft.X6ft.X251ft. RCB, SK60RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T3140 X H Index 99.01 Latitude 35:12:53.58 Longitude -97:43:08.62 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08.66 NBI Text 15650 Vault Link http://plansrv1/bridgemaintvault/b15650 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.21488333 Longitude DD -97.71906111 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15373 x -10878036.123562 y 4193121.40924129
15649	2642T2090 X	15649	Grady	BAILEY A TP (I-44)	CREEK	2642T2090 X	2-12ft.X 10ft. X 149ft. RCB	1963	35.11331944	-97.85331667	25	151.001	—	2	0	4	149.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.3	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	19300	2022	5	Unmatched
Raw data OBJECTID 15372 BRKEY 15649 NBI No. 15649 On Under 1 Structure No. 2642T2090 X Control No. 042 Lane Ind. Milepoint 20900 Facility Carried BAILEY A TP (I-44) Feature Intersected CREEK Division 07 County 051 Location T.P.BR NO 19.02 Sufficiency 94.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.499 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 19300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 149.003 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 81.001 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 151.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 30880 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15649 ODOT County 26 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 25 Description 2-12ft.X 10ft. X 149ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T2090 X H Index 98.35 Latitude 35:06:47.95 Longitude -97:51:11.94 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19.01 NBI Text 15649 Vault Link http://plansrv1/bridgemaintvault/b15649 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.11331944 Longitude DD -97.85331667 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15372 x -10892981.3841373 y 4179291.486481
15648	5422 1554SX	15648	Okfuskee	I-40	CO. RD. UNDER	5422 1554SX	20ft.X 14ft.X 54ft. RDY SINGLE CELL RIGID FRAME	1963	35.42823611	-96.176325	21.982	38	—	1	0	2	38	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.9	Fair (5)	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	7800	2022	5	Unmatched
Raw data OBJECTID 15371 BRKEY 15648 NBI No. 15648 On Under 1 Structure No. 5422 1554SX Control No. 022 Lane Ind. S Milepoint 15540 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 03 County 107 Location 15.5 MI E SEMINOLE CO Sufficiency 83.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 7800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 38 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 N Culv. Rating 6 Structure Rating 5 Deck Geometry 6 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.64 HS Inv. Rating Method 1 HS Inv. Method 25.58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15648 ODOT County 54 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft.X 14ft.X 54ft. RDY SINGLE CELL RIGID FRAME Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1554SX H Index 84.9313 Latitude 35:25:41.65 Longitude -96:10:34.77 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15648 Vault Link http://plansrv1/bridgemaintvault/b15648 GIS FO/SD FO H Inv. Method 14.21 Latitude DD 35.42823611 Longitude DD -96.176325 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15371 x -10706299.5253684 y 4222230.08125738
15557	6340R1312SX	15557	Pottawatomie	I-40	S.H. 18 UNDER	6340R1312SX	40ft.-55ft.-55ft.-30ft. I-BM. SPANS	1962	35.38333333	-96.91666667	181.102	32.999	—	4	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	44.9	Poor (4)	Poor (4)	Excellent (9)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	8250	1999	5	Unmatched
Raw data OBJECTID 15370 BRKEY 15557 NBI No. 15557 On Under 1 Structure No. 6340R1312SX Control No. 040 Lane Ind. S Milepoint 13120 Facility Carried I-40 Feature Intersected S.H. 18 UNDER Division 03 County 125 Location JCT SH 18 Sufficiency 44.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 8250 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 181.102 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 9 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 2 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 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7000 Future ADT Year 2017 Bypass Detour 1.242742 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 15557 ODOT County 63 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 40ft.-55ft.-55ft.-30ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6340R1312SX H Index 100 Latitude 35:23:00 Longitude -96:55:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15557 Vault Link http://plansrv1/bridgemaintvault/b15557 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.38333333 Longitude DD -96.91666667 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15370 x -10788713.9830858 y 4216097.40661795
15556	6340R1312NX	15556	Pottawatomie	I-40	S.H. 18 UNDER	6340R1312NX	40ft.-55ft.-55ft.-30ft. I-BM. SPANS	1962	35.38333333	-96.91666667	181.102	32.999	—	4	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	49.2	Poor (4)	Poor (4)	Excellent (9)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	8250	1999	5	Unmatched
Raw data OBJECTID 15369 BRKEY 15556 NBI No. 15556 On Under 1 Structure No. 6340R1312NX Control No. 040 Lane Ind. N Milepoint 13120 Facility Carried I-40 Feature Intersected S.H. 18 UNDER Division 03 County 125 Location JCT SH 18 Sufficiency 49.2 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 8250 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 181.102 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 9 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 6 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 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7000 Future ADT Year 2017 Bypass Detour 1.242742 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 15556 ODOT County 63 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 40ft.-55ft.-55ft.-30ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6340R1312NX H Index 100 Latitude 35:23:00 Longitude -96:55:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15556 Vault Link http://plansrv1/bridgemaintvault/b15556 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.38333333 Longitude DD -96.91666667 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15369 x -10788713.9830858 y 4216097.40661795
15555	5568 1146NX	15555	Oklahoma	I-40 WB	I-240 WEST UNDER	5568 1118NX	55ft.-70ft.-55ft. I-BM. SPANS SK. 38 DEG.47ft.43ft.	1962	35.40437778	-97.29148333	182.999	41.001	—	3	51	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	18200	2022	5	Unmatched
Raw data OBJECTID 15368 BRKEY 15555 NBI No. 15555 On Under 1 Structure No. 5568 1146NX Control No. 068 Lane Ind. N Milepoint 11460 Facility Carried I-40 WB Feature Intersected I-240 WEST UNDER Division 04 County 109 Location 11.3 MI E OF JCT I35 Sufficiency 84.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 18200 ADT Year 2022 Design Load HS 20 Skew 51 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.198 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 182.999 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 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.891 HS Inv. Rating Method 1 HS Inv. Method 60.186 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 29120 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 1904 Min Measured Clearance 1801 NBI Rating 15555 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft.-70ft.-55ft. I-BM. SPANS SK. 38 DEG.47ft.43ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 1118NX H Index 90.0308 Latitude 35:24:15.76 Longitude -97:17:29.34 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15555 Vault Link http://plansrv1/bridgemaintvault/b15555 GIS FO/SD Meets Standards H Inv. Method 45.966 Latitude DD 35.40437778 Longitude DD -97.29148333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15368 x -10830438.3828179 y 4218971.16332833
15554	5568 1146SX	15554	Oklahoma	I-40 EB	I-240 WEST UNDER	5568 1118SX	55ft.-70ft.-55ft. I-BM. SPANS SK. 38 DEG.47ft.43ft.	1962	35.40428611	-97.29205	182.999	41.001	—	3	51	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	17950	2022	5	Unmatched
Raw data OBJECTID 15367 BRKEY 15554 NBI No. 15554 On Under 1 Structure No. 5568 1146SX Control No. 068 Lane Ind. S Milepoint 11460 Facility Carried I-40 EB Feature Intersected I-240 WEST UNDER Division 04 County 109 Location 11.3 MI E OF JCT I35 Sufficiency 84.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38 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 1962 ADT Total 17950 ADT Year 2022 Design Load HS 20 Skew 51 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.198 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 182.999 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 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.891 HS Inv. Rating Method 1 HS Inv. Method 60.186 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28720 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 1902 Min Measured Clearance 1707 NBI Rating 15554 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft.-70ft.-55ft. I-BM. SPANS SK. 38 DEG.47ft.43ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 1118SX H Index 87.0471 Latitude 35:24:15.43 Longitude -97:17:31.38 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15554 Vault Link http://plansrv1/bridgemaintvault/b15554 GIS FO/SD Meets Standards H Inv. Method 45.966 Latitude DD 35.40428611 Longitude DD -97.29205 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15367 x -10830501.4642337 y 4218958.64356623
15553	5568 0431 X	15553	Oklahoma	I-40	AIR DEPOT UNDER	5568 0431 X	35ft.-57ft.-57ft.-35ft. CONT CONC SLAB SPANS W/ SLOPED FACE PARAPETS	1962	35.43411667	-97.40631389	187.999	118.1	—	4	0	6	112.001	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	58.6	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	56000	2022	5	Unmatched
Raw data OBJECTID 15366 BRKEY 15553 NBI No. 15553 On Under 1 Structure No. 5568 0431 X Control No. 068 Lane Ind. Milepoint 04310 Facility Carried I-40 Feature Intersected AIR DEPOT UNDER Division 04 County 109 Location 4.4 MI E OF JCT I35 Sufficiency 58.6 Kind Hwy 1 Level Service 1 Route No. 00040 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 11 - Principal Arterial Interstate (Rural) Year Built 1962 ADT Total 56000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 112.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 112.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 187.999 Deck Width 118.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 37.7 HS Inv. Rating Method 1 HS Inv. Method 22.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 89600 Future ADT Year 2042 Bypass Detour 5 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1601 Min Measured Clearance 1505 NBI Rating 15553 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.-57ft.-57ft.-35ft. CONT CONC SLAB SPANS W/ SLOPED FACE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0431 X H Index 90.2125 Latitude 35:26:02.82 Longitude -97:24:22.73 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15553 Vault Link http://plansrv1/bridgemaintvault/b15553 GIS FO/SD Meets Standards H Inv. Method 16.5 Latitude DD 35.43411667 Longitude DD -97.40631389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15366 x -10843221.2622846 y 4223033.48200186
15552	5568 0743 X	15552	Oklahoma	FAU 9561 POST ROAD	I-40 UNDER	5568 0743 X	32ft.-59ft.-59ft.-32ft.CONT CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS	1962	35.42551111	-97.35312778	183.999	32.999	—	4	21	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	58.5	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	3500	2022	5	Unmatched
Raw data OBJECTID 15365 BRKEY 15552 NBI No. 15552 On Under 1 Structure No. 5568 0743 X Control No. Lane Ind. Milepoint Facility Carried FAU 9561 POST ROAD Feature Intersected I-40 UNDER Division 04 County 109 Location 7.5 MI E OF JCT I35 Sufficiency 58.5 Kind Hwy 5 Level Service 1 Route No. 09561 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 17 - Collector (Urban) Year Built 1962 ADT Total 3500 ADT Year 2022 Design Load H 20 Skew 21 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 8.301 Underclearance Left 19.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 183.999 Deck Width 32.999 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 25 HS Inv. Rating Method 2 HS Inv. Method 20 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 5600 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1701 Min Measured Clearance 1606 NBI Rating 15552 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 3 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 32ft.-59ft.-59ft.-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 5568 0743 X H Index 87.1009 Latitude 35:25:31.84 Longitude -97:21:11.26 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name FAU 9561 POST ROAD Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15552 Vault Link http://plansrv1/bridgemaintvault/b15552 GIS FO/SD FO H Inv. Method 19.8 Latitude DD 35.42551111 Longitude DD -97.35312778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 15365 x -10837300.6116021 y 4221857.81227864
15461	5728 0064 X	15461	Osage	S.H. 99	SCANLON CREEK	5728 0064 X	3-10ft. X 10ft. X 189ft. R.C. BOX	1962	36.33493889	-96.441725	34.121	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 15364 BRKEY 15461 NBI No. 15461 On Under 1 Structure No. 5728 0064 X Control No. 028 Lane Ind. Milepoint 00640 Facility Carried S.H. 99 Feature Intersected SCANLON CREEK Division 08 County 113 Location 0.6 MI. N.PAWNEE CL Sufficiency 82.5 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1962 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 30 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2042 Bypass Detour 47.22421 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 15461 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 10ft. X 189ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5728 0064 X H Index 66.9471 Latitude 36:20:05.78 Longitude -96:26:30.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15461 Vault Link http://plansrv1/bridgemaintvault/b15461 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 36.33493889 Longitude DD -96.441725 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 15364 x -10735843.7182249 y 4346806.85947558
15743	4317 1435WX	15743	Love	CO. RD. E2130	I-35 SB UNDER	4317 1435WX	35ft. - 45ft. - 35ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS	1963	33.92591111	-97.13525556	117.126	28.999	—	3	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	64.3	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	300	2022	5	Unmatched
Raw data OBJECTID 15358 BRKEY 15743 NBI No. 15743 On Under 1 Structure No. 4317 1435WX Control No. Lane Ind. Milepoint Facility Carried CO. RD. E2130 Feature Intersected I-35 SB UNDER Division 07 County 085 Location 14.3 MI N TX S/L Sufficiency 64.3 Kind Hwy 4 Level Service 1 Route No. E2130 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 300 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 11.499 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 117.126 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. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 5 Bridge Posting 4 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 33.2 HS Inv. Rating Method 1 HS Inv. Method 19.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight 222222 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1607 Min Measured Clearance 1605 NBI Rating 15743 ODOT County 43 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 35ft. - 45ft. - 35ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 1435WX H Index 94.5169 Latitude 33:55:33.28 Longitude -97:08:06.92 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E2130 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 115 NBI Text 15743 Vault Link http://plansrv1/bridgemaintvault/b15743 GIS FO/SD FO H Inv. Method 13.2 Latitude DD 33.92591111 Longitude DD -97.13525556 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15358 x -10813047.1870137 y 4018858.0315544
15742	4317 1435EX	15742	Love	CO. RD. E2130	I-35 NB UNDER	4317 1435EX	35ft. - 45ft. - 35ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS	1963	33.92591111	-97.13423056	117.126	28.999	—	3	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	74.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	300	2022	5	Unmatched
Raw data OBJECTID 15357 BRKEY 15742 NBI No. 15742 On Under 1 Structure No. 4317 1435EX Control No. Lane Ind. Milepoint Facility Carried CO. RD. E2130 Feature Intersected I-35 NB UNDER Division 07 County 085 Location 14.3 MI N TX S/L Sufficiency 74.8 Kind Hwy 4 Level Service 1 Route No. E3130 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 300 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10.4 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 117.126 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. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 4 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 40 HS Inv. Rating Method 2 HS Inv. Method 27 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight 222222 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1703 Min Measured Clearance 1702 NBI Rating 15742 ODOT County 43 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 1.499 Rt. Curb SW 1.499 Description 35ft. - 45ft. - 35ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 1435EX H Index 90.94 Latitude 33:55:33.28 Longitude -97:08:03.23 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. E2130 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 114 NBI Text 15742 Vault Link http://plansrv1/bridgemaintvault/b15742 GIS FO/SD FO H Inv. Method 15 Latitude DD 33.92591111 Longitude DD -97.13423056 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15357 x -10812933.0845356 y 4018858.0315544
15741	6737 0897NX	15741	Seminole	CO. RD.	I-40 WB UNDER	6737 0897NX	35ft.-45ft.-35ft. CONT. CO	1963	35.38534444	-96.61810278	117.126	28.999	—	3	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	101	2022	5	Unmatched
Raw data OBJECTID 15356 BRKEY 15741 NBI No. 15741 On Under 1 Structure No. 6737 0897NX Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-40 WB UNDER Division 03 County 133 Location 9 MI E POTT CO Sufficiency 87.7 Kind Hwy 4 Level Service 1 Route No. N3590 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 101 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 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 117.126 Deck Width 28.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.875 HS Inv. Rating Method 1 HS Inv. Method 31.063 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 162 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N2O Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15741 ODOT County 67 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 1.499 Rt. Curb SW 1.499 Description 35ft.-45ft.-35ft. CONT. CO Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 0897NX H Index 98.6531 Latitude 35:23:07.24 Longitude -96:37:05.17 I257A 0 I257B 0 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15741 Vault Link http://plansrv1/bridgemaintvault/b15741 GIS FO/SD Meets Standards H Inv. Method 20.569 Latitude DD 35.38534444 Longitude DD -96.61810278 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15356 x -10755478.0028818 y 4216372.00438163
15740	6737 0897SX	15740	Seminole	CO. RD.	I-40 EB UNDER	6737 0897SX	35ft.-45ft.-35ft. CONT. CO	1963	35.38468889	-96.61810278	117.126	28.999	—	3	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.2	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	100	2022	5	Unmatched
Raw data OBJECTID 15355 BRKEY 15740 NBI No. 15740 On Under 1 Structure No. 6737 0897SX Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-40 EB UNDER Division 03 County 133 Location 9 MI E POTT CO Sufficiency 93.2 Kind Hwy 4 Level Service 1 Route No. N3590 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 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 117.126 Deck Width 28.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 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 6 HS Operating Rating Method 1 HS Operating Rating 51.919 HS Inv. Rating Method 1 HS Inv. Method 31.085 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 162 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N2O Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15740 ODOT County 67 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 1.499 Rt. Curb SW 1.499 Description 35ft.-45ft.-35ft. CONT. CO Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 0897SX H Index 98.8361 Latitude 35:23:04.88 Longitude -96:37:05.17 I257A 0 I257B 0 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15740 Vault Link http://plansrv1/bridgemaintvault/b15740 GIS FO/SD Meets Standards H Inv. Method 20.613 Latitude DD 35.38468889 Longitude DD -96.61810278 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 15355 x -10755478.0028818 y 4216282.49457041
15739	5422 2057SX	15739	Okfuskee	I-40	CO. RD. UNDER	5422 2057SX	30ft.-40ft.-30ft. CONT. CO	1963	35.42744444	-96.08777778	102.034	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	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	8400	2022	5	Unmatched
Raw data OBJECTID 15354 BRKEY 15739 NBI No. 15739 On Under 1 Structure No. 5422 2057SX Control No. 022 Lane Ind. S Milepoint 20570 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 03 County 107 Location OKFUSKEE-OKMULGEE CO Sufficiency 95.8 Kind Hwy 1 Level Service 1 Route No. 00040 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 1963 ADT Total 8400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 3.937 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.058 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. 1 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 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15739 ODOT County 54 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 5422 2057SX H Index 99.628 Latitude 35:25:38.8 Longitude -96:05:16 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15739 Vault Link http://plansrv1/bridgemaintvault/b15739 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.42744444 Longitude DD -96.08777778 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15354 x -10696442.4939268 y 4222121.9279658
15738	5422 2057NX	15738	Okfuskee	I-40	CO. RD. UNDER	5422 2057NX	30ft.-40ft.-30ft. CONT. CO	1963	35.42787222	-96.087775	102.034	42.979	—	3	0	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	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	8200	2022	5	Unmatched
Raw data OBJECTID 15353 BRKEY 15738 NBI No. 15738 On Under 1 Structure No. 5422 2057NX Control No. 022 Lane Ind. N Milepoint 20570 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 03 County 107 Location OKFUSKEE-OKMULGEE CO Sufficiency 95.8 Kind Hwy 1 Level Service 1 Route No. 00040 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 1963 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 3.937 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.058 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. 1 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 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1511 Min Measured Clearance 1511 NBI Rating 15738 ODOT County 54 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 5422 2057NX H Index 98.6852 Latitude 35:25:40.34 Longitude -96:05:15.99 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15738 Vault Link http://plansrv1/bridgemaintvault/b15738 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.42787222 Longitude DD -96.087775 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15353 x -10696442.1844586 y 4222180.36861728
15647	5422 1554NX	15647	Okfuskee	I-40	CO. RD. UNDER	5422 1554NX	20ft.X 14ft.X 59ft. RDY SINGLE CELL RIGID FRAME	1963	35.429125	-96.17632778	21.982	38	—	1	0	2	38	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.8	Fair (5)	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	8100	2022	5	Unmatched
Raw data OBJECTID 15352 BRKEY 15647 NBI No. 15647 On Under 1 Structure No. 5422 1554NX Control No. 022 Lane Ind. N Milepoint 15540 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 03 County 107 Location 15.5 MI E SEMINOLE CO Sufficiency 83.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 38 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 N Culv. Rating 7 Structure Rating 5 Deck Geometry 6 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.64 HS Inv. Rating Method 1 HS Inv. Method 25.58 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 NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15647 ODOT County 54 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft.X 14ft.X 59ft. RDY SINGLE CELL RIGID FRAME Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1554NX H Index 93.07 Latitude 35:25:44.85 Longitude -96:10:34.78 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15647 Vault Link http://plansrv1/bridgemaintvault/b15647 GIS FO/SD FO H Inv. Method 14.21 Latitude DD 35.429125 Longitude DD -96.17632778 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15352 x -10706299.8348366 y 4222351.51743959
15646	1649 1531 X	15646	Comanche	I-44	CREEK	1649 1531 X	2-10ft.X 10ft.X 317ft. R.C.BOX SK.30 DEG. WITH 4ft. ADDITIONAL CURTAIN WALLS	1963	34.71335	-98.39810833	26.903	0	—	2	30	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	19100	2022	5	Unmatched
Raw data OBJECTID 15351 BRKEY 15646 NBI No. 15646 On Under 1 Structure No. 1649 1531 X Control No. 049 Lane Ind. Milepoint 15310 Facility Carried I-44 Feature Intersected CREEK Division 07 County 031 Location 0.2 MI. N. JCT. SH49 Sufficiency 69.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 64.029 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 1963 ADT Total 19100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 22 Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 26.903 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 99 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30560 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15646 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 317ft. R.C.BOX SK.30 DEG. WITH 4ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 1531 X H Index 99.7763 Latitude 34:42:48.06 Longitude -98:23:53.19 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 149 NBI Text 15646 Vault Link http://plansrv1/bridgemaintvault/b15646 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 34.71335 Longitude DD -98.39810833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15351 x -10953627.314317 y 4124994.46480371
15645	1651T1455 X	15645	Comanche	BAILEY A TP (I-44)	CREEK	1651T1455 X	2-10ft.X 10ft. X 198ft. CL	1963	34.838975	-98.19202222	24.199	200	—	2	30	4	197.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	10000	2022	5	Unmatched
Raw data OBJECTID 15350 BRKEY 15645 NBI No. 15645 On Under 1 Structure No. 1651T1455 X Control No. 051 Lane Ind. Milepoint 14550 Facility Carried BAILEY A TP (I-44) Feature Intersected CREEK Division 07 County 031 Location T.P. BR NO 46.71 Sufficiency 93.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.499 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 197.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 81.001 Span Type Main M Material 1 - Concrete Design 19 Length 24.199 Deck Width 200 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 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 16000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15645 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft. X 198ft. CL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1651T1455 X H Index 96.6951 Latitude 34:50:20.31 Longitude -98:11:31.28 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 46.71 NBI Text 15645 Vault Link http://plansrv1/bridgemaintvault/b15645 GIS FO/SD Meets Standards H Inv. Method 20.062 Latitude DD 34.838975 Longitude DD -98.19202222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15350 x -10930685.9134922 y 4142019.96398382
15644	6104 1434 X	15644	Pittsburg	U.S. 69	CREEK	6104 1434 X	(2) 10ft. X 8ft. X 277ft. RCB	1963	35.19327222	-95.63592778	21.001	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	14900	2022	5	Unmatched
Raw data OBJECTID 15349 BRKEY 15644 NBI No. 15644 On Under 1 Structure No. 6104 1434 X Control No. 004 Lane Ind. Milepoint 14340 Facility Carried U.S. 69 Feature Intersected CREEK Division 02 County 121 Location 1.6 N JCT SH 113 Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1963 ADT Total 14900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 12 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 88.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23840 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15644 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 8ft. X 277ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6104 1434 X H Index 98.5488 Latitude 35:11:35.78 Longitude -95:38:09.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 033 NBI Text 15644 Vault Link http://plansrv1/bridgemaintvault/b15644 GIS FO/SD Meets Standards H Inv. Method 72.6 Latitude DD 35.19327222 Longitude DD -95.63592778 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 15349 x -10646142.7820119 y 4190177.18406523
15643	5422 1354 X	15643	Okfuskee	I-40	CO. RD. UNDER	5422 1354 X	20ft.X 14ft.X 156ft. RDY S	1963	35.42846667	-96.211475	21.982	158.136	—	1	9	4	37.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	49.9	Fair (5)	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	15900	2022	5	Unmatched
Raw data OBJECTID 15348 BRKEY 15643 NBI No. 15643 On Under 1 Structure No. 5422 1354 X Control No. 022 Lane Ind. Milepoint 13540 Facility Carried I-40 Feature Intersected CO. RD. UNDER Division 03 County 107 Location 13.5 MI E SEMINOLE CO Sufficiency 49.9 Kind Hwy 1 Level Service 1 Route No. 00040 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 1963 ADT Total 15900 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 38.058 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 158.136 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 6 Structure Rating 5 Deck Geometry 2 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.64 HS Inv. Rating Method 1 HS Inv. Method 25.58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25440 Future ADT Year 2042 Bypass Detour 21.747992 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 15643 ODOT County 54 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft.X 14ft.X 156ft. RDY S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1354 X H Index 67.2756 Latitude 35:25:42.48 Longitude -96:12:41.31 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15643 Vault Link http://plansrv1/bridgemaintvault/b15643 GIS FO/SD FO H Inv. Method 14.21 Latitude DD 35.42846667 Longitude DD -96.211475 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 15348 x -10710212.4054698 y 4222261.57920621