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
19793	6354R0135 X	19793	Pottawatomie	S.H. 102	NORTH DEER CREEK	6354R0135 X	45ft.-60ft.-45ft. CONT. CO	1980	35.40333333	-97.09	151.903	33.793	—	3	0	2	32.152	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.4	Fair (5)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1870	2001	5	Unmatched
Raw data OBJECTID 20093 BRKEY 19793 NBI No. 19793 On Under 1 Structure No. 6354R0135 X Control No. 054 Lane Ind. Milepoint 01350 Facility Carried S.H. 102 Feature Intersected NORTH DEER CREEK Division 03 County 125 Location 1.3 MI N OF I-40 Sufficiency 86.4 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.95 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 1980 ADT Total 1870 ADT Year 2001 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 26.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 151.903 Deck Width 33.793 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 5 Sub Rating 7 Chan. Rating 4 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 0 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1500 Future ADT Year 2018 Bypass Detour 3.728227 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 19793 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-60ft.-45ft. CONT. CO Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6354R0135 X H Index 67.5669 Latitude 35:24:12 Longitude -97:05:24 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 102 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19793 Vault Link http://plansrv1/bridgemaintvault/b19793 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.40333333 Longitude DD -97.09 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20093 x -10808009.3611189 y 4218828.51918903
19502	3119 0412 X	19502	Haskell	S.H. 82	SANS BOIS CREEK	3119 0412 X	(3) 100ft. PC BEAM	1978	35.16385833	-95.10340833	301.801	35	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	590	2022	5	Unmatched
Raw data OBJECTID 20076 BRKEY 19502 NBI No. 19502 On Under 1 Structure No. 3119 0412 X Control No. 019 Lane Ind. Milepoint 04120 Facility Carried S.H. 82 Feature Intersected SANS BOIS CREEK Division 01 County 061 Location 4.1 N JCT SH-31 Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1978 ADT Total 590 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.801 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 113 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 944 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 19502 ODOT County 31 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) 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3119 0412 X H Index 98.5366 Latitude 35:09:49.89 Longitude -95:06:12.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19-0412 NBI Text 19502 Vault Link http://plansrv1/bridgemaintvault/b19502 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.16385833 Longitude DD -95.10340833 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20076 x -10586862.9880004 y 4186171.19236897
19501	7220 0014EX	19501	Tulsa	S.H. 51 EB SH.97NB	ST./BNSF R.R./CREEK UND	7220 0014EX	3-70ft.,90ft. PRESTRESSE	1978	36.12033056	-96.11605278	301.837	47.999	—	4	10	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	14650	2022	5	Unmatched
Raw data OBJECTID 20075 BRKEY 19501 NBI No. 19501 On Under 1 Structure No. 7220 0014EX Control No. 020 Lane Ind. E Milepoint 00140 Facility Carried S.H. 51 EB SH.97NB Feature Intersected ST./BNSF R.R./CREEK UND Division 08 County 143 Location 0.1 MI N JCT S.H.97 Sufficiency 92.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 40.699 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1978 ADT Total 14650 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 4 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.837 Deck Width 47.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 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 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.7 HS Inv. Rating Method 1 HS Inv. Method 37.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 1607 Min Measured Clearance 1504 NBI Rating 19501 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 7.999 Description 3-70ft.,90ft. PRESTRESSE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7220 0014EX H Index 90.9727 Latitude 36:07:13.19 Longitude -96:06:57.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 19501 Vault Link http://plansrv1/bridgemaintvault/b19501 GIS FO/SD Meets Standards H Inv. Method 26.7 Latitude DD 36.12033056 Longitude DD -96.11605278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20075 x -10699590.052529 y 4317191.32864132
19499	7287 0000SXR	19499	Tulsa	GILCREASE EXP RAMP	ROAD & R.R. UNDER	7287 0000SXR	43ft.,3-58ft.,53ft.CON IBM	1978	36.08765278	-96.042475	271.982	25.262	—	5	0	1	22.31	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	2517	2022	5	Unmatched
Raw data OBJECTID 20073 BRKEY 19499 NBI No. 19499 On Under 1 Structure No. 7287 0000SXR Control No. 087 Lane Ind. S Milepoint 00000 Facility Carried GILCREASE EXP RAMP Feature Intersected ROAD & R.R. UNDER Division 08 County 143 Location AT JCT I-244 & I-44 Sufficiency 96.8 Kind Hwy 3 Level Service 7 Route No. 00012 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 21.982 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1978 ADT Total 2517 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 22.31 Ref. Underclearance Rt. R Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 21.982 Span Type Main M Material 4 - Steel Continuous Design 02 Length 271.982 Deck Width 25.262 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 7 HS Operating Rating Method 1 HS Operating Rating 56.9 HS Inv. Rating Method 1 HS Inv. Method 34.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4027 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2305 Max Measured Clearance 2500 Min Measured Clearance 2309 NBI Rating 19499 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 43ft.,3-58ft.,53ft.CON IBM Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7287 0000SXR H Index 71.616 Latitude 36:05:15.55 Longitude -96:02:32.91 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 19499 Vault Link http://plansrv1/bridgemaintvault/b19499 GIS FO/SD Meets Standards H Inv. Method 23.8 Latitude DD 36.08765278 Longitude DD -96.042475 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20073 x -10691399.4115257 y 4312688.97183501
19498	5156 0308 X	19498	Muskogee	CO. RD.	U.S. 69 UNDER	5156 0308 X	2-132ft. CONT. PLATE G	1978	35.595308	-95.484375	268.045	32.999	—	2	33	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20072 BRKEY 19498 NBI No. 19498 On Under 1 Structure No. 5156 0308 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected U.S. 69 UNDER Division 01 County 101 Location 3.0 MI N MCINTOSH C/L Sufficiency 86.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 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 1978 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 33 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 43.501 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 268.045 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 40 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 5.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1606 Min Measured Clearance 1601 NBI Rating 19498 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-132ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0308 X H Index 98.4799 Latitude 35:35:43.11 Longitude -95:29:03.75 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19498 Vault Link http://plansrv1/bridgemaintvault/b19498 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.595308 Longitude DD -95.484375 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20072 x -10629272.003714 y 4245078.30986715
19497	5156 0867 X	19497	Muskogee	CO. RD. EW 93	U.S. 69 UNDER	5156 0867 X	2-123ft. CONT. PLATE G	1978	35.667825	-95.436667	250	32.999	—	2	29	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.1	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20071 BRKEY 19497 NBI No. 19497 On Under 1 Structure No. 5156 0867 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. EW 93 Feature Intersected U.S. 69 UNDER Division 01 County 101 Location 8.6 MI N MCINTOSH C/L Sufficiency 84.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 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 1978 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 29 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 46.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 250 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1700 Min Measured Clearance 1609 NBI Rating 19497 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-123ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0867 X H Index 89.3686 Latitude 35:40:04.17 Longitude -95:26:12 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. EW 93 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 19497 Vault Link http://plansrv1/bridgemaintvault/b19497 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.667825 Longitude DD -95.436667 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20071 x -10623961.1734472 y 4255010.34235936
19788	0302 0623WX	19788	Atoka	U.S. 69	CANEY CREEK O'FLOW	0302 0623WX	(3) 45ft. PC BEAM	1980	34.24101667	-96.21958889	135	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 20070 BRKEY 19788 NBI No. 19788 On Under 1 Structure No. 0302 0623WX Control No. 002 Lane Ind. W Milepoint 06230 Facility Carried U.S. 69 Feature Intersected CANEY CREEK O'FLOW Division 02 County 005 Location 6.23 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.699 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 1980 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 135 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.1 HS Inv. Rating Method 1 HS Inv. Method 36.6 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 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19788 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 45ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0623WX H Index 91.7137 Latitude 34:14:27.66 Longitude -96:13:10.52 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02 NBI Text 19788 Vault Link http://plansrv1/bridgemaintvault/b19788 GIS FO/SD Meets Standards H Inv. Method 28.9 Latitude DD 34.24101667 Longitude DD -96.21958889 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20070 x -10711115.6395729 y 4061210.7711387
19787	0302 0749WX	19787	Atoka	U.S. 69	CLEAR BOGGY CREEK O'FLOW	0302 0749WX	(3) 42ft. PC BEAM	1980	34.25793333	-96.21235556	125.984	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8900	2022	5	Unmatched
Raw data OBJECTID 20069 BRKEY 19787 NBI No. 19787 On Under 1 Structure No. 0302 0749WX Control No. 002 Lane Ind. W Milepoint 07490 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK O'FLOW Division 02 County 005 Location 7.49 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.699 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 1980 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 125.984 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.6 HS Inv. Rating Method 1 HS Inv. Method 39.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19787 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 42ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0749WX H Index 87.8042 Latitude 34:15:28.56 Longitude -96:12:44.48 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10 NBI Text 19787 Vault Link http://plansrv1/bridgemaintvault/b19787 GIS FO/SD Meets Standards H Inv. Method 28.7 Latitude DD 34.25793333 Longitude DD -96.21235556 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20069 x -10710310.4289606 y 4063488.97776264
19786	5507 0640 X	19786	Oklahoma	I-44 EB	E-S RAMP UNDER	5507 0640SX	47ft.-68ft. PLATE GIRDER SPANS SK. VARIES	1980	35.52426944	-97.5326	122.999	55.699	—	2	44	3	52.7	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71	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	93600	2022	5	Unmatched
Raw data OBJECTID 20068 BRKEY 19786 NBI No. 19786 On Under 1 Structure No. 5507 0640 X Control No. 007 Lane Ind. Milepoint 06400 Facility Carried I-44 EB Feature Intersected E-S RAMP UNDER Division 04 County 109 Location 6.4 MI N OF I-40 Sufficiency 71 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.7 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 1980 ADT Total 93600 ADT Year 2022 Design Load HS 20 Skew 44 No. Main Spans 2 Road Width 52.7 Ref. Underclearance Rt. H Underclearance Right 9.301 Underclearance Left 2.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 122.999 Deck Width 55.699 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 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 149760 Future ADT Year 2042 Bypass Detour 9.999999 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 19786 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 47ft.-68ft. PLATE GIRDER SPANS SK. VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0640SX H Index 94.7134 Latitude 35:31:27.37 Longitude -97:31:57.36 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19786 Vault Link http://plansrv1/bridgemaintvault/b19786 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.52426944 Longitude DD -97.5326 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20068 x -10857279.367744 y 4235357.4876992
19589	4138R1010 X	19589	Lincoln	S.H. 102	CREEK	4138 1010 X	(13ft.-17ft.-13ft.)X13ft.X40	1979	35.638908	-97.088228	65.945	22.001	—	3	45	2	22.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.4	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	830	2020	5	Unmatched
Raw data OBJECTID 20056 BRKEY 19589 NBI No. 19589 On Under 1 Structure No. 4138R1010 X Control No. 038 Lane Ind. Milepoint 10100 Facility Carried S.H. 102 Feature Intersected CREEK Division 03 County 081 Location 10.1 MI N JCT US 62 Sufficiency 81.4 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 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 1979 ADT Total 830 ADT Year 2020 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 22.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 22.001 Span Type Main M Material 1 - Concrete Design 19 Length 65.945 Deck Width 22.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.856 HS Inv. Rating Method 1 HS Inv. Method 35.935 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1328 Future ADT Year 2040 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19589 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X13ft.X40 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4138 1010 X H Index 80.4937 Latitude 35:38:20.07 Longitude -97:05:17.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 102 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19589 Vault Link http://plansrv1/bridgemaintvault/b19589 GIS FO/SD Meets Standards H Inv. Method 19.29 Latitude DD 35.638908 Longitude DD -97.088228 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20056 x -10807812.1029812 y 4251048.74827575
19496	5156 0533 X	19496	Muskogee	CO. RD.	U.S. 69 UNDER	5156 0533 X	2-123ft. CONT. PLATE G	1978	35.62425278	-95.46486389	250	32.999	—	2	26	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20052 BRKEY 19496 NBI No. 19496 On Under 1 Structure No. 5156 0533 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected U.S. 69 UNDER Division 01 County 101 Location 5.3 MI N MCINTOSH C/L Sufficiency 95.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 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 1978 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 26 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.5 Underclearance Left 42.7 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 250 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1604 Min Measured Clearance 1603 NBI Rating 19496 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-123ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0533 X H Index 94.3671 Latitude 35:37:27.31 Longitude -95:27:53.51 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19496 Vault Link http://plansrv1/bridgemaintvault/b19496 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.62425278 Longitude DD -95.46486389 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20052 x -10627100.036884 y 4249041.54820378
19495	5156 0422 X	19495	Muskogee	WAINWRIGHT RD.	U.S. 69 UNDER	5156 0422 X	2-123ft. CONT. PLATE G	1978	35.60975	-95.473408	250	35	—	2	26	2	32.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	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)	C	100	2022	5	Unmatched
Raw data OBJECTID 20051 BRKEY 19495 NBI No. 19495 On Under 1 Structure No. 5156 0422 X Control No. Lane Ind. Milepoint Facility Carried WAINWRIGHT RD. Feature Intersected U.S. 69 UNDER Division 01 County 101 Location 4.2 MI N MCINTOSH C/L Sufficiency 98 Kind Hwy 4 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1978 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 26 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 32.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 250 Deck Width 35 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 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 5.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1604 Min Measured Clearance 1602 NBI Rating 19495 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-123ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0422 X H Index 83.892 Latitude 35:36:35.1 Longitude -95:28:24.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name WAINWRIGHT RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19495 Vault Link http://plansrv1/bridgemaintvault/b19495 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.60975 Longitude DD -95.473408 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20051 x -10628051.1628584 y 4247055.58867259
19494	7293 0134 X	19494	Tulsa	PINE ST.	U.S. 75 UNDER	7293 0134 X	2-129.37 FT. CONT. PLATE G	1978	36.17694444	-95.97301111	258.73	77.999	—	2	51	5	66.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.3	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 20050 BRKEY 19494 NBI No. 19494 On Under 1 Structure No. 7293 0134 X Control No. Lane Ind. Milepoint Facility Carried PINE ST. Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 1.3 MI N JCT I-244 Sufficiency 94.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 66.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1978 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 51 No. Main Spans 2 Road Width 66.001 Ref. Underclearance Rt. H Underclearance Right 17.001 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 66.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 258.73 Deck Width 77.999 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 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.3 HS Inv. Rating Method 1 HS Inv. Method 40.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1502 Min Measured Clearance 1410 NBI Rating 19494 ODOT County 72 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 4 Lft. Curb SW 5 Rt. Curb SW 5 Description 2-129.37 FT. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0134 X H Index 89.0117 Latitude 36:10:37 Longitude -95:58:22.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name PINE ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19494 Vault Link http://plansrv1/bridgemaintvault/b19494 GIS FO/SD FO H Inv. Method 22.7 Latitude DD 36.17694444 Longitude DD -95.97301111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20050 x -10683666.7266624 y 4324996.04851075
19492	7408 1461WX	19492	Washington	U.S. 75	COTTON CREEK	7408 1461WX	81ft.-80ft.-81ft. PRESTRES TYPE IV	1978	36.935069	-95.917983	242.5	43.75	—	3	0	2	40.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3250	2022	5	Unmatched
Raw data OBJECTID 20048 BRKEY 19492 NBI No. 19492 On Under 1 Structure No. 7408 1461WX Control No. 008 Lane Ind. W Milepoint 14610 Facility Carried U.S. 75 Feature Intersected COTTON CREEK Division 08 County 147 Location 14.6 MI N US 60 E Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.75 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 1978 ADT Total 3250 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40.75 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.5 Deck Width 43.75 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.1 HS Inv. Rating Method 3 HS Inv. Method 55.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5200 Future ADT Year 2042 Bypass Detour 0.124274 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 19492 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 81ft.-80ft.-81ft. PRESTRES TYPE IV Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7408 1461WX H Index 91.6737 Latitude 36:56:06.25 Longitude -95:55:04.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19492 Vault Link http://plansrv1/bridgemaintvault/b19492 GIS FO/SD Meets Standards H Inv. Method 55.6 Latitude DD 36.935069 Longitude DD -95.917983 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20048 x -10677541.0254779 y 4430060.10353305
19491	7408 1461EX	19491	Washington	U.S. 75	COTTON CREEK	7408 1461EX	81ft.-80ft.-81ft. PS CONC. TYPE IV SPANS	1978	36.935069	-95.917581	242.5	43.75	—	3	0	2	40.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6100	2022	5	Unmatched
Raw data OBJECTID 20047 BRKEY 19491 NBI No. 19491 On Under 1 Structure No. 7408 1461EX Control No. 008 Lane Ind. E Milepoint 14610 Facility Carried U.S. 75 Feature Intersected COTTON CREEK Division 08 County 147 Location 14.6 MI N US 60 E Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.75 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 1978 ADT Total 6100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40.75 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.5 Deck Width 43.75 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.2 HS Inv. Rating Method 3 HS Inv. Method 37.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4880 Future ADT Year 2042 Bypass Detour 0.124274 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 19491 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 81ft.-80ft.-81ft. PS CONC. TYPE IV SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7408 1461EX H Index 92.8486 Latitude 36:56:06.25 Longitude -95:55:03.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19491 Vault Link http://plansrv1/bridgemaintvault/b19491 GIS FO/SD Meets Standards H Inv. Method 37.3 Latitude DD 36.935069 Longitude DD -95.917581 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20047 x -10677496.2750426 y 4430060.10353305
19778	5507 0407 X	19778	Oklahoma	MAY AVE.	I-44 UNDER	5507 0407 X	2-62ft. CONT. I-BM. SPANS	1980	35.511225	-97.56582778	129.167	102.579	—	2	0	6	78.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.1	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 20042 BRKEY 19778 NBI No. 19778 On Under 1 Structure No. 5507 0407 X Control No. Lane Ind. Milepoint Facility Carried MAY AVE. Feature Intersected I-44 UNDER Division 04 County 109 Location 4.05 MI N&E JCT I40 Sufficiency 80.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 78.002 Ref. Underclearance Rt. H Underclearance Right 18.002 Underclearance Left 3.199 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 78.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 129.167 Deck Width 102.579 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1609 Min Measured Clearance 1605 NBI Rating 19778 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 4 Lft. Curb SW 10.499 Rt. Curb SW 11.499 Description 2-62ft. CONT. I-BM. SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0407 X H Index 82.7565 Latitude 35:30:40.41 Longitude -97:33:56.98 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name MAY AVE. 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 19778 Vault Link http://plansrv1/bridgemaintvault/b19778 GIS FO/SD FO H Inv. Method 27 Latitude DD 35.511225 Longitude DD -97.56582778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20042 x -10860978.2672938 y 4233573.43941523
19777	5507 0477 X	19777	Oklahoma	I-44	YOUNG BLVD. UNDER	5507 0477 X	32ft.-45ft.-32ft. RIGID FRAME CONC. SLAB SPANS SK. 85 DEG. 50ft.33ft.	1980	35.51191667	-97.55296944	110.499	109.747	—	3	4	6	104.747	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82	Satisfactory (6)	Fair (5)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	76100	2022	5	Unmatched
Raw data OBJECTID 20041 BRKEY 19777 NBI No. 19777 On Under 1 Structure No. 5507 0477 X Control No. 007 Lane Ind. Milepoint 04770 Facility Carried I-44 Feature Intersected YOUNG BLVD. UNDER Division 04 County 109 Location 4.7 MI N OF I-40 Sufficiency 82 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.349 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 1980 ADT Total 76100 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 3 Road Width 104.747 Ref. Underclearance Rt. H Underclearance Right 8.799 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 103.999 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 110.499 Deck Width 109.747 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 5 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 121760 Future ADT Year 2042 Bypass Detour 4 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 1505 Min Measured Clearance 1505 NBI Rating 19777 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-45ft.-32ft. RIGID FRAME CONC. SLAB SPANS SK. 85 DEG. 50ft.33ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0477 X H Index 90.7587 Latitude 35:30:42.9 Longitude -97:33:10.69 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19777 Vault Link http://plansrv1/bridgemaintvault/b19777 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.51191667 Longitude DD -97.55296944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20041 x -10859546.8834326 y 4233668.02973427
19580	3302 0677 X	19580	Jackson	U.S. 62	SPRING BRANCH CREEK	3302 0677 X	(13ft.-17ft.-13ft.)X13ft.X108ft. RDY. R.C.BOX	1979	34.65635278	-99.55140278	47.9	110	—	3	0	2	108.002	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92	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	2200	2022	5	Unmatched
Raw data OBJECTID 20029 BRKEY 19580 NBI No. 19580 On Under 1 Structure No. 3302 0677 X Control No. 002 Lane Ind. Milepoint 06770 Facility Carried U.S. 62 Feature Intersected SPRING BRANCH CREEK Division 05 County 065 Location 0.8 MI E JCT S.H. 34 Sufficiency 92 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1979 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 108.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 110 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19580 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X13ft.X108ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3302 0677 X H Index 91.42 Latitude 34:39:22.87 Longitude -99:33:05.05 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19580 Vault Link http://plansrv1/bridgemaintvault/b19580 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.65635278 Longitude DD -99.55140278 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20029 x -11082011.4652257 y 4117278.3706069
19490	4603 2193 X	19490	McIntosh	CO. RD. E1030 RD	U.S. 69 UNDER	4603 2193 X	(2) 115ft. CONTINUOUS PLATE GIRDER SK 10°	1978	35.522094	-95.512047	233.999	45.699	—	2	10	2	42.7	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.2	Fair (5)	Satisfactory (6)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 20028 BRKEY 19490 NBI No. 19490 On Under 1 Structure No. 4603 2193 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1030 RD Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 4.8 N JCT I-40 Sufficiency 79.2 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.7 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 1978 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 2 Road Width 42.7 Ref. Underclearance Rt. H Underclearance Right 10.42 Underclearance Left 9.83 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 233.999 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 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 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1706 Min Measured Clearance 1610 NBI Rating 19490 ODOT County 46 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 (2) 115ft. CONTINUOUS PLATE GIRDER SK 10° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 2193 X H Index 94.2833 Latitude 35:31:19.54 Longitude -95:30:43.37 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E1030 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-2193 NBI Text 19490 Vault Link http://plansrv1/bridgemaintvault/b19490 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.522094 Longitude DD -95.512047 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20028 x -10632352.4366632 y 4235059.93925956
19489	5012 0490SX	19489	Murray	S.H. 7	GUY SANDY CREEK	5012 0490SX	65ft.-80ft.-65ft. PRESTRESSED CONC. BM SPANS	1978	34.50635	-97.033975	211.942	43.701	—	3	30	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	5200	2022	5	Unmatched
Raw data OBJECTID 20027 BRKEY 19489 NBI No. 19489 On Under 1 Structure No. 5012 0490SX Control No. 012 Lane Ind. S Milepoint 04900 Facility Carried S.H. 7 Feature Intersected GUY SANDY CREEK Division 07 County 099 Location 4.9 MI E JCT US 77 Sufficiency 89.1 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.699 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 5200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 211.942 Deck Width 43.701 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 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8320 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19489 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-80ft.-65ft. PRESTRESSED CONC. BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5012 0490SX H Index 99.498 Latitude 34:30:22.86 Longitude -97:02:02.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15-50 NBI Text 19489 Vault Link http://plansrv1/bridgemaintvault/b19489 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.50635 Longitude DD -97.033975 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20027 x -10801772.6866472 y 4096996.80434393
19487	2431 1400 X	19487	Garfield	S.H. 74	U.S. 64 / U.S. 412 UNDER	2431 1400 X	2-100ft. PRESTRESSED CONC. BM. SPANS	1978	36.39733889	-97.58633056	202.5	45.748	—	2	0	2	42.749	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63.2	Poor (4)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 20025 BRKEY 19487 NBI No. 19487 On Under 1 Structure No. 2431 1400 X Control No. Lane Ind. Milepoint Facility Carried S.H. 74 Feature Intersected U.S. 64 / U.S. 412 UNDER Division 04 County 047 Location JCT OF US 64 & SH 74 Sufficiency 63.2 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.749 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 1978 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 42.749 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 25.899 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.5 Deck Width 45.748 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 17 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1706 Min Measured Clearance 1609 NBI Rating 19487 ODOT County 24 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PRESTRESSED CONC. BM. SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 1400 X H Index 92.5031 Latitude 36:23:50.42 Longitude -97:35:10.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 74 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 19487 Vault Link http://plansrv1/bridgemaintvault/b19487 GIS FO/SD Meets Standards H Inv. Method 12 Latitude DD 36.39733889 Longitude DD -97.58633056 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20025 x -10863260.6263233 y 4355433.23090394
19486	7293 0117 X	19486	Tulsa	PEORIA AVE.	U.S. 75 UNDER	7293 0117 X	2-100ft. CONT. PLATE G	1978	36.175	-95.97555556	205.052	67.999	—	2	42	4	56.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.5	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 20024 BRKEY 19486 NBI No. 19486 On Under 1 Structure No. 7293 0117 X Control No. Lane Ind. Milepoint Facility Carried PEORIA AVE. Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 1.1 MI N JCT I-244 Sufficiency 91.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1978 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 2 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 56.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 205.052 Deck Width 67.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.2 HS Inv. Rating Method 1 HS Inv. Method 30.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1509 Min Measured Clearance 1507 NBI Rating 19486 ODOT County 72 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 4 Lft. Curb SW 5 Rt. Curb SW 5 Description 2-100ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0117 X H Index 85.4472 Latitude 36:10:30 Longitude -95:58:32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name PEORIA AVE. 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 19486 Vault Link http://plansrv1/bridgemaintvault/b19486 GIS FO/SD Meets Standards H Inv. Method 16.7 Latitude DD 36.175 Longitude DD -95.97555556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20024 x -10683949.9735407 y 4324727.89694116
19776	4440 0234 X	19776	McClain	S.H. 74B	BUFFALO CREEK	4440 0234 X	36ft.-43ft.-36ft. I-BM. SP	1980	35.10236389	-97.61163333	119.094	33.465	—	3	45	2	32.152	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	920	2022	5	Unmatched
Raw data OBJECTID 20022 BRKEY 19776 NBI No. 19776 On Under 1 Structure No. 4440 0234 X Control No. 040 Lane Ind. Milepoint 02340 Facility Carried S.H. 74B Feature Intersected BUFFALO CREEK Division 03 County 087 Location 2.4 MI. E. JCT. SH76 Sufficiency 98.7 Kind Hwy 3 Level Service 6 Route No. 0074B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 21.982 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 1980 ADT Total 920 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 119.094 Deck Width 33.465 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 8 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1472 Future ADT Year 2042 Bypass Detour 19.262507 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 19776 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft.-43ft.-36ft. I-BM. SP Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4440 0234 X H Index 92.1326 Latitude 35:06:08.51 Longitude -97:36:41.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 74B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 19776 Vault Link http://plansrv1/bridgemaintvault/b19776 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.10236389 Longitude DD -97.61163333 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20022 x -10866077.3177953 y 4177800.70361272
19775	5507 0640SXR	19775	Oklahoma	I-44 RAMP	SE RAMP UNDER	5507 0640SXR	45ft.-55ft. PLATE GIRDER SPANS SKEW VARIES	1980	35.52417222	-97.53261944	103.999	23.999	—	2	22	1	21.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	8750	2022	5	Unmatched
Raw data OBJECTID 20021 BRKEY 19775 NBI No. 19775 On Under 1 Structure No. 5507 0640SXR Control No. 007 Lane Ind. S Milepoint 06400 Facility Carried I-44 RAMP Feature Intersected SE RAMP UNDER Division 04 County 109 Location 6.4 MI N OF I-40 Sufficiency 86.9 Kind Hwy 3 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 21.001 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 1980 ADT Total 8750 ADT Year 2022 Design Load HS 20 Skew 22 No. Main Spans 2 Road Width 21.001 Ref. Underclearance Rt. H Underclearance Right 17.402 Underclearance Left 3.799 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 103.999 Deck Width 23.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 14000 Future ADT Year 2042 Bypass Detour 9.999999 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 19775 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-55ft. PLATE GIRDER SPANS SKEW VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5507 0640SXR H Index 95.1423 Latitude 35:31:27.02 Longitude -97:31:57.43 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 OFF-RAMP OVER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 19775 Vault Link http://plansrv1/bridgemaintvault/b19775 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.52417222 Longitude DD -97.53261944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20021 x -10857281.5317949 y 4235344.19014383
19579	6106 0181 X	19579	Pittsburg	U.S. 270	SANDY CREEK	6106 0181 X	(13ft. - 17ft. - 13ft.) X 12ft. X 50ft. RCB	1979	34.92681111	-96.06311389	45	50	—	3	0	2	47.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3800	2022	5	Unmatched
Raw data OBJECTID 20010 BRKEY 19579 NBI No. 19579 On Under 1 Structure No. 6106 0181 X Control No. 006 Lane Ind. Milepoint 01810 Facility Carried U.S. 270 Feature Intersected SANDY CREEK Division 02 County 121 Location 1.81 E HUGHES C/L Sufficiency 87.9 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1979 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 47.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 45 Deck Width 50 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.8 HS Inv. Rating Method 1 HS Inv. Method 32.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19579 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft. - 17ft. - 13ft.) X 12ft. X 50ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6106 0181 X H Index 92.3883 Latitude 34:55:36.52 Longitude -96:03:47.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 036 NBI Text 19579 Vault Link http://plansrv1/bridgemaintvault/b19579 GIS FO/SD Meets Standards H Inv. Method 18.2 Latitude DD 34.92681111 Longitude DD -96.06311389 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20010 x -10693696.922251 y 4153939.50897244
19578	5150 0113 X	19578	Muskogee	S.H. 104	COAL CREEK	5150 0113 X	3-12ft.X 12ft.X 60ft. R.C.	1979	35.820256	-95.654644	40.026	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.9	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	770	2022	5	Unmatched
Raw data OBJECTID 20009 BRKEY 19578 NBI No. 19578 On Under 1 Structure No. 5150 0113 X Control No. 050 Lane Ind. Milepoint 01130 Facility Carried S.H. 104 Feature Intersected COAL CREEK Division 01 County 101 Location 1.2 MI E JCT US 64 Sufficiency 87.9 Kind Hwy 3 Level Service 1 Route No. 00104 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 770 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1232 Future ADT Year 2042 Bypass Detour 16.155651 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19578 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X 12ft.X 60ft. R.C. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5150 0113 X H Index 96.3334 Latitude 35:49:12.92 Longitude -95:39:16.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 104 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19578 Vault Link http://plansrv1/bridgemaintvault/b19578 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.820256 Longitude DD -95.654644 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20009 x -10648226.2620919 y 4275916.97745731
19577	1822 0545 X	19577	Craig	S.H. 25	LITTLE CABIN CREEK O'FLO	1822 0545 X	(13ft.-17ft.-13ft.)X 10ft.X	1979	36.80113333	-95.04705833	46.916	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	640	2022	5	Unmatched
Raw data OBJECTID 20008 BRKEY 19577 NBI No. 19577 On Under 1 Structure No. 1822 0545 X Control No. 022 Lane Ind. Milepoint 05450 Facility Carried S.H. 25 Feature Intersected LITTLE CABIN CREEK O'FLO Division 08 County 035 Location 1.5 MI.E. OF BLUEJACKET Sufficiency 99.9 Kind Hwy 3 Level Service 1 Route No. 00025 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 640 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1024 Future ADT Year 2042 Bypass Detour 3.106856 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 19577 ODOT County 18 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X 10ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1822 0545 X H Index 67 Latitude 36:48:04.08 Longitude -95:02:49.41 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 25 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19577 Vault Link http://plansrv1/bridgemaintvault/b19577 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.80113333 Longitude DD -95.04705833 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20008 x -10580590.1346942 y 4411423.4695348
19766	5510 1413 X	19766	Oklahoma	S.H. 66	WILD HORSE CREEK	5510 1413 X	18ft.-24ft.-24ft.-18ft. X 15ft. RIGID FRAME X 64ft. RDWY W/ FLOOR/APRONS & RETRO-FIT RAILING	1980	35.66671111	-97.18548611	89.6	66.391	—	4	0	2	64.4	1 - Concrete	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 19994 BRKEY 19766 NBI No. 19766 On Under 1 Structure No. 5510 1413 X Control No. 010 Lane Ind. Milepoint 14130 Facility Carried S.H. 66 Feature Intersected WILD HORSE CREEK Division 04 County 109 Location 14.1 MI E OF JCT I-35 Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 64.4 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 1980 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 64.4 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 1 - Concrete Design 07 Length 89.6 Deck Width 66.391 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 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.9 HS Inv. Rating Method 1 HS Inv. Method 29.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane Y Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19766 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 18ft.-24ft.-24ft.-18ft. X 15ft. RIGID FRAME X 64ft. RDWY W/ FLOOR/APRONS & RETRO-FIT RAILING Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5510 1413 X H Index 95.1242 Latitude 35:40:00.16 Longitude -97:11:07.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19766 Vault Link http://plansrv1/bridgemaintvault/b19766 GIS FO/SD Meets Standards H Inv. Method 16.8 Latitude DD 35.66671111 Longitude DD -97.18548611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19994 x -10818638.826262 y 4254857.71420873
19669	1414 0350 X	19669	Cleveland	S.H. 37	CREEK	1414 0350 X	2-8ft.X 4ft.X 150ft. R.C.B	1980	35.33403889	-97.530225	23.95	149.934	—	2	45	4	52.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	78.9	Excellent (9)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Excellent (9)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	14000	2022	5	Unmatched
Raw data OBJECTID 19993 BRKEY 19669 NBI No. 19669 On Under 1 Structure No. 1414 0350 X Control No. 014 Lane Ind. Milepoint 03500 Facility Carried S.H. 37 Feature Intersected CREEK Division 03 County 027 Location 3.5 MI E I-44 Sufficiency 78.9 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 14000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 23.95 Deck Width 149.934 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 9 Structure Rating 9 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 164.3 HS Inv. Rating Method 1 HS Inv. Method 98.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22400 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19669 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-8ft.X 4ft.X 150ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1414 0350 X H Index 100 Latitude 35:20:02.54 Longitude -97:31:48.81 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 37 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19669 Vault Link http://plansrv1/bridgemaintvault/b19669 GIS FO/SD Meets Standards H Inv. Method 54.8 Latitude DD 35.33403889 Longitude DD -97.530225 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 19993 x -10857014.9839534 y 4209368.86263775
19565	3119 0862 X	19565	Haskell	S.H. 82	OWL CREEK	3119 0862 X	(3) 10ft. X 8ft. X 41.5ft. LONG RCB	1979	35.22014167	-95.11908333	33.999	41.499	—	3	0	2	38.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	900	2022	5	Unmatched
Raw data OBJECTID 19961 BRKEY 19565 NBI No. 19565 On Under 1 Structure No. 3119 0862 X Control No. 019 Lane Ind. Milepoint 08620 Facility Carried S.H. 82 Feature Intersected OWL CREEK Division 01 County 061 Location 8.6 N JCT SH-31 Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.001 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 1979 ADT Total 900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 22.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 41.499 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 39.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1440 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 19565 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 8ft. X 41.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3119 0862 X H Index 96.8321 Latitude 35:13:12.51 Longitude -95:07:08.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19-0862 NBI Text 19565 Vault Link http://plansrv1/bridgemaintvault/b19565 GIS FO/SD Meets Standards H Inv. Method 21.8 Latitude DD 35.22014167 Longitude DD -95.11908333 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19961 x -10588607.9210186 y 4193837.90639821
19564	5224 0794 X	19564	Noble	U.S. 177	GREASY CREEK & LAKE	5224 0794 X	3-10ft. X 12ft. X 217ft. R.C.BOX	1979	36.40502778	-97.06684444	32.119	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.7	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4400	2022	5	Unmatched
Raw data OBJECTID 19960 BRKEY 19564 NBI No. 19564 On Under 1 Structure No. 5224 0794 X Control No. 024 Lane Ind. Milepoint 07940 Facility Carried U.S. 177 Feature Intersected GREASY CREEK & LAKE Division 04 County 103 Location 7.9 MI N JCT U.S. 62 Sufficiency 95.7 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1979 ADT Total 4400 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 9 Appr. Roadway Width 47.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.119 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7040 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19564 ODOT County 52 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 217ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5224 0794 X H Index 99.901 Latitude 36:24:18.1 Longitude -97:04:00.64 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 177 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19564 Vault Link http://plansrv1/bridgemaintvault/b19564 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.40502778 Longitude DD -97.06684444 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19960 x -10805431.6959707 y 4356496.64617319
19563	6902 0561 X	19563	Stephens	U.S. 81	CREEK	6902 0561 X	3-10ft.X 12ft.X 89ft. R.C.BOX	1979	34.370825	-97.96399444	33.1	88.999	—	3	0	2	47.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5800	2022	5	Unmatched
Raw data OBJECTID 19959 BRKEY 19563 NBI No. 19563 On Under 1 Structure No. 6902 0561 X Control No. 002 Lane Ind. Milepoint 05610 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 137 Location 0.1 MI N JCT SH-53 Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 47.999 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 1979 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 47.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 47.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.1 Deck Width 88.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19563 ODOT County 69 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 89ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6902 0561 X H Index 100 Latitude 34:22:14.97 Longitude -97:57:50.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 2 NBI Text 19563 Vault Link http://plansrv1/bridgemaintvault/b19563 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.370825 Longitude DD -97.96399444 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19959 x -10905301.9771359 y 4078704.11550184
19562	3920 0242 X	19562	Latimer	S.H. 82	CREEK	3920 0242 X	(3) 12ft. X 8ft. X 45ft. LONG RCB	1979	34.983203	-95.051917	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.2	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	1200	2022	5	Unmatched
Raw data OBJECTID 19958 BRKEY 19562 NBI No. 19562 On Under 1 Structure No. 3920 0242 X Control No. 020 Lane Ind. Milepoint 02420 Facility Carried S.H. 82 Feature Intersected CREEK Division 02 County 077 Location 2.42 N JCT US-270 Sufficiency 92.2 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 49.709695 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 19562 ODOT County 39 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 12ft. X 8ft. X 45ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3920 0242 X H Index 96.5779 Latitude 34:58:59.53 Longitude -95:03:06.9 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 82 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 059 NBI Text 19562 Vault Link http://plansrv1/bridgemaintvault/b19562 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.983203 Longitude DD -95.051917 ODOT County Number 39 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19958 x -10581130.9993645 y 4161598.73307848
19561	3920 0230 X	19561	Latimer	S.H. 82	BRAZIL CREEK O'FLOW	3920 0230 X	(3) 10ft. X 6ft. X 45ft. LONG RCB	1979	34.98156944	-95.05240278	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.2	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	1200	2022	5	Unmatched
Raw data OBJECTID 19939 BRKEY 19561 NBI No. 19561 On Under 1 Structure No. 3920 0230 X Control No. 020 Lane Ind. Milepoint 02300 Facility Carried S.H. 82 Feature Intersected BRAZIL CREEK O'FLOW Division 02 County 077 Location 2.30 N JCT US-270 Sufficiency 92.2 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 49.709695 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 19561 ODOT County 39 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 6ft. X 45ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3920 0230 X H Index 96.3334 Latitude 34:58:53.65 Longitude -95:03:08.65 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 82 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 058 NBI Text 19561 Vault Link http://plansrv1/bridgemaintvault/b19561 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.98156944 Longitude DD -95.05240278 ODOT County Number 39 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19939 x -10581185.0761467 y 4161376.78656456
19560	1212 0136 X	19560	Choctaw	S.H. 271A	HORSE CREEK	1212 0136 X	(3) 10ft. X 9ft. X 32ft. RCB	1979	33.98259167	-95.53308333	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	470	2022	5	Unmatched
Raw data OBJECTID 19938 BRKEY 19560 NBI No. 19560 On Under 1 Structure No. 1212 0136 X Control No. 012 Lane Ind. Milepoint 01360 Facility Carried S.H. 271A Feature Intersected HORSE CREEK Division 02 County 023 Location 0.51 W JCT US-271 Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 0271A Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 470 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 22.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 752 Future ADT Year 2042 Bypass Detour 3.728227 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 19560 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (3) 10ft. X 9ft. X 32ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1212 0136 X H Index 100 Latitude 33:58:57.33 Longitude -95:31:59.1 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 271A Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 015 NBI Text 19560 Vault Link http://plansrv1/bridgemaintvault/b19560 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 33.98259167 Longitude DD -95.53308333 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19938 x -10634694.190207 y 4026464.75219265
19559	5221 0094 X	19559	Pawnee	S.H. 15	SOONER LAKE	5221 0094 X	3-10ft.X 12ft.X 188ft. R.C.BOX, UNDER WATER	1979	36.40425	-97.051028	34.121	0	—	3	0	2	0	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)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	810	2022	5	Unmatched
Raw data OBJECTID 19937 BRKEY 19559 NBI No. 19559 On Under 1 Structure No. 5221 0094 X Control No. 021 Lane Ind. Milepoint 00940 Facility Carried S.H. 15 Feature Intersected SOONER LAKE Division 08 County 117 Location 1 MI E OF JCT US177 Sufficiency 94.3 Kind Hwy 3 Level Service 1 Route No. 00015 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 1979 ADT Total 810 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 30 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 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 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1296 Future ADT Year 2042 Bypass Detour 26.718961 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19559 ODOT County 52 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 188ft. R.C.BOX, UNDER WATER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5221 0094 X H Index 100 Latitude 36:24:15.3 Longitude -97:03:03.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 15 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19559 Vault Link http://plansrv1/bridgemaintvault/b19559 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.40425 Longitude DD -97.051028 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19937 x -10803671.0179237 y 4356389.07018906
19558	5908 0028 X	19558	Pawnee	S.H. 15	SOONER LAKE	5908 0028 X	3-10ft.X 10ft.X 194ft. R.C.BOX SK 70 DEG., UNDER WATER	1979	36.404872	-97.028319	34.333	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	800	2022	5	Unmatched
Raw data OBJECTID 19936 BRKEY 19558 NBI No. 19558 On Under 1 Structure No. 5908 0028 X Control No. 008 Lane Ind. Milepoint 00280 Facility Carried S.H. 15 Feature Intersected SOONER LAKE Division 08 County 117 Location 0.3 MI E NOBLE C/L Sufficiency 95.4 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1979 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 19 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 34.333 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1280 Future ADT Year 2042 Bypass Detour 26.718961 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 19558 ODOT County 59 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 194ft. R.C.BOX SK 70 DEG., UNDER WATER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5908 0028 X H Index 99.7839 Latitude 36:24:17.54 Longitude -97:01:41.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 15 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19558 Vault Link http://plansrv1/bridgemaintvault/b19558 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.404872 Longitude DD -97.028319 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19936 x -10801143.0636073 y 4356475.09990833
19839	5515 0699 X	19839	Oklahoma	FAU 9460 (RENO AVE	I-35/ I-40/ RIVER UP RR	5515 0699 X	(156ft.-152-ft.150ft. CONT. P.G. ), X 50ft. CLY RDWY	1980	35.463883	-97.473225	1608	54	—	3	50	4	52	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.1	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 19932 BRKEY 19839 NBI No. 19839 On Under 1 Structure No. 5515 0699 X Control No. Lane Ind. Milepoint Facility Carried FAU 9460 (RENO AVE Feature Intersected I-35/ I-40/ RIVER UP RR Division 04 County 109 Location 2.2 MI E OF OLD US 77 Sufficiency 66.1 Kind Hwy 5 Level Service 1 Route No. 09460 Service Type On 1 Service Type Off 8 Vertical Clearance Y Horizontal Clearance 52 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 1980 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 50 No. Main Spans 3 Road Width 52 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1608 Deck Width 54 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2307 Max Measured Clearance 2610 Min Measured Clearance 1804 NBI Rating 19839 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (156ft.-152-ft.150ft. CONT. P.G. ), X 50ft. CLY RDWY Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0699 X H Index 95.8083 Latitude 35:27:49.98 Longitude -97:28:23.61 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name FAU 9460 (RENO AVE Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19839 Vault Link http://plansrv1/bridgemaintvault/b19839 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.463883 Longitude DD -97.473225 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 19932 x -10850669.7729782 y 4227101.05165423
19835	5149 0159 X	19835	Muskogee	S.H. 16	ARKANSAS RIVER	5149 0159 X	3(3-300ft.CONT) PRESTR	1980	35.79298333	-95.33430833	920	45	—	9	0	2	43	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.4	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5800	2022	5	Unmatched
Raw data OBJECTID 19910 BRKEY 19835 NBI No. 19835 On Under 1 Structure No. 5149 0159 X Control No. 049 Lane Ind. Milepoint 01590 Facility Carried S.H. 16 Feature Intersected ARKANSAS RIVER Division 01 County 101 Location 1.7 MI N JCT US 62 Sufficiency 80.4 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 43 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 920 Deck Width 45 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 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19835 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3(3-300ft.CONT) PRESTR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5149 0159 X H Index 95.9813 Latitude 35:47:34.74 Longitude -95:20:03.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 16 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19835 Vault Link http://plansrv1/bridgemaintvault/b19835 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.79298333 Longitude DD -95.33430833 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 19910 x -10612566.6584245 y 4272173.45846029
19833	5720 1297 X	19833	Osage	S.H. 20	HOMINY CREEK- SKIATOOK L	5720 1297 X	7-93ft. PRESTRESSED CO	1980	36.379758	-96.178964	652	46	—	7	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 19908 BRKEY 19833 NBI No. 19833 On Under 1 Structure No. 5720 1297 X Control No. 020 Lane Ind. Milepoint 12970 Facility Carried S.H. 20 Feature Intersected HOMINY CREEK- SKIATOOK L Division 08 County 113 Location 13.0 MI. E. JCT. SH99 Sufficiency 93.8 Kind Hwy 3 Level Service 1 Route No. 00020 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1980 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 652 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.8 HS Inv. Rating Method 1 HS Inv. Method 47.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 42.253241 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19833 ODOT County 57 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 7-93ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5720 1297 X H Index 89.487 Latitude 36:22:47.13 Longitude -96:10:44.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 20 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 19833 Vault Link http://plansrv1/bridgemaintvault/b19833 GIS FO/SD Meets Standards H Inv. Method 31.4 Latitude DD 36.379758 Longitude DD -96.178964 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19908 x -10706593.2975046 y 4353002.09348079
19832	5569 0901 X	19832	Oklahoma	SHIELDS BLVD.	I-40/ 7 ST. & R.R. UNDER	55N3079E1070004	43ft.-100ft.- (2)-128ft.- 53ft.- 72ft.= 67ft.- 91ft.- 55ft.- 89ft.-90ft. PC BEAM SPANS	1980	35.458047	-97.513439	918.333	110.6	—	11	0	6	107.598	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.7	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	21500	2022	5	Unmatched
Raw data OBJECTID 19907 BRKEY 19832 NBI No. 19832 On Under 1 Structure No. 5569 0901 X Control No. Lane Ind. Milepoint Facility Carried SHIELDS BLVD. Feature Intersected I-40/ 7 ST. & R.R. UNDER Division 04 County 109 Location .4 S OF SHIELDS/RENO Sufficiency 79.7 Kind Hwy 5 Level Service 1 Route No. 09389 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1980 ADT Total 21500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 11 Road Width 107.598 Ref. Underclearance Rt. H Underclearance Right 22.5 Underclearance Left 11.201 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 107.598 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 918.333 Deck Width 110.6 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 34400 Future ADT Year 2042 Bypass Detour 5.002038 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 2007 Min Measured Clearance 1709 NBI Rating 19832 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 43ft.-100ft.- (2)-128ft.- 53ft.- 72ft.= 67ft.- 91ft.- 55ft.- 89ft.-90ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 55N3079E1070004 H Index 97.7766 Latitude 35:27:28.97 Longitude -97:30:48.38 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name SHIELDS BLVD 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 19832 Vault Link http://plansrv1/bridgemaintvault/b19832 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.458047 Longitude DD -97.513439 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19907 x -10855146.3749809 y 4226303.44353861
19831	4032 0673 X	19831	Le Flore	S.H. 9 A	POTEAU RIVER	4032 0673 X	150ft. - 210ft. - 150ft. CONTINUOUS PLATE GIRDER	1980	35.34649722	-94.45451667	510	35	—	3	0	2	32	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1700	2022	5	Unmatched
Raw data OBJECTID 19906 BRKEY 19831 NBI No. 19831 On Under 1 Structure No. 4032 0673 X Control No. 032 Lane Ind. Milepoint 06730 Facility Carried S.H. 9 A Feature Intersected POTEAU RIVER Division 02 County 079 Location 6.73 NE JCT US-271 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 0009A Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 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 1980 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 4 - Steel Continuous Design 02 Length 510 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82 HS Inv. Rating Method 1 HS Inv. Method 49 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19831 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 150ft. - 210ft. - 150ft. CONTINUOUS PLATE GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4032 0673 X H Index 80.6938 Latitude 35:20:47.39 Longitude -94:27:16.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 9A Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 099 NBI Text 19831 Vault Link http://plansrv1/bridgemaintvault/b19831 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.34649722 Longitude DD -94.45451667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19906 x -10514628.6988292 y 4211068.99970228
19547	2612 1845 X	19547	Grady	U.S. 81	CREEK	2612 1845 X	3-8ft.X 6ft.X 70ft. R.C.BOX	1979	35.32033056	-97.94297222	27.9	73.999	—	3	0	4	50	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.1	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 19891 BRKEY 19547 NBI No. 19547 On Under 1 Structure No. 2612 1845 X Control No. 012 Lane Ind. Milepoint 18450 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 051 Location 18.4 MI N JCT US 62 Sufficiency 80.1 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1979 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 50 Span Type Main M Material 1 - Concrete Design 19 Length 27.9 Deck Width 73.999 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 8 Structure Rating 8 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 5.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19547 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft.X 6ft.X 70ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2612 1845 X H Index 100 Latitude 35:19:13.19 Longitude -97:56:34.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 5 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 41-26 NBI Text 19547 Vault Link http://plansrv1/bridgemaintvault/b19547 GIS FO/SD FO H Inv. Method 23 Latitude DD 35.32033056 Longitude DD -97.94297222 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19891 x -10902961.7943101 y 4207498.44602074
19546	6902R1264 X	19546	Stephens	U.S. 81	CREEK	6902 1264 X	2-10ft.X 12ft.X 104ft. R.C.BOX SK 20 DEG	1979	34.46931389	-97.97297222	23.999	0	—	2	20	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7800	2014	5	Unmatched
Raw data OBJECTID 19890 BRKEY 19546 NBI No. 19546 On Under 1 Structure No. 6902R1264 X Control No. 002 Lane Ind. Milepoint 12640 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 137 Location 6.7 M. N. JCT. SH53&US81 Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00081 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 1979 ADT Total 7800 ADT Year 2014 Design Load HS 20 Skew 20 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 11 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 23.999 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 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2034 Bypass Detour 36.000001 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 19546 ODOT County 69 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 12ft.X 104ft. R.C.BOX SK 20 DEG Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6902 1264 X H Index 100 Latitude 34:28:09.53 Longitude -97:58:22.7 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 6 NBI Text 19546 Vault Link http://plansrv1/bridgemaintvault/b19546 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.46931389 Longitude DD -97.97297222 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19890 x -10906301.3790339 y 4091994.85256167
19545	6902R1231 X	19545	Stephens	U.S. 81	CREEK	6902 1231 X	2-10ft.X 8ft.X 112ft. R.C.B.	1979	34.46469167	-97.97389722	22.001	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	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	7800	2016	5	Unmatched
Raw data OBJECTID 19889 BRKEY 19545 NBI No. 19545 On Under 1 Structure No. 6902R1231 X Control No. 002 Lane Ind. Milepoint 12310 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 137 Location 6.5 M. N. JCT SH53 & US81 Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00081 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 1979 ADT Total 7800 ADT Year 2016 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.001 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2036 Bypass Detour 36.000001 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 19545 ODOT County 69 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 8ft.X 112ft. R.C.B. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6902 1231 X H Index 99.5561 Latitude 34:27:52.89 Longitude -97:58:26.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5 NBI Text 19545 Vault Link http://plansrv1/bridgemaintvault/b19545 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.46469167 Longitude DD -97.97389722 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19889 x -10906404.3495629 y 4091370.74949644
19544	3119 1064 X	19544	Haskell	S.H. 82	E. BRANCH SNAKE CREEK	3119 1064 X	(2) 12ft. X 8ft. X 42ft. LONG RCB	1979	35.24762222	-95.12373611	27.001	42.001	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 19888 BRKEY 19544 NBI No. 19544 On Under 1 Structure No. 3119 1064 X Control No. 019 Lane Ind. Milepoint 10640 Facility Carried S.H. 82 Feature Intersected E. BRANCH SNAKE CREEK Division 01 County 061 Location 10.9 N JCT SH-31 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 34.902 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 1979 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 27.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 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 19544 ODOT County 31 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) 12ft. X 8ft. X 42ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3119 1064 X H Index 95.4759 Latitude 35:14:51.44 Longitude -95:07:25.45 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 82 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19-1064 NBI Text 19544 Vault Link http://plansrv1/bridgemaintvault/b19544 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.24762222 Longitude DD -95.12373611 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19888 x -10589125.8661189 y 4197583.13944752
19830	1217 2205 X	19830	Choctaw	S.H. 109	MUDDY BOGGY CREEK	1217 2205 X	(2) 75ft. - (3) 100ft. - 75ft. PC BEAM	1980	33.94769167	-95.64231389	527	30	—	6	0	2	28	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	200	2022	5	Unmatched
Raw data OBJECTID 19887 BRKEY 19830 NBI No. 19830 On Under 1 Structure No. 1217 2205 X Control No. 017 Lane Ind. Milepoint 22050 Facility Carried S.H. 109 Feature Intersected MUDDY BOGGY CREEK Division 02 County 023 Location 22.05 S & E JCT US-70 Sufficiency 87.3 Kind Hwy 3 Level Service 1 Route No. 00109 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28 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 1980 ADT Total 200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 28 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 527 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 320 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19830 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 75ft. - (3) 100ft. - 75ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1217 2205 X H Index 95.5143 Latitude 33:56:51.69 Longitude -95:38:32.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 109 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 039 NBI Text 19830 Vault Link http://plansrv1/bridgemaintvault/b19830 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 33.94769167 Longitude DD -95.64231389 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19887 x -10646853.6805252 y 4021780.45614661
19829	5507 0724 X	19829	Oklahoma	BNSF R.R.	I-44/ CITY ST/ CR. UNDER	5507 0724 X	77ft.-67ft.-82ft.-55ft.-77ft.-77ft.-57ft. THRU PLATE GIRDER SPANS SK. 81 DEG. 57ft.09ft.	1980	35.52868333	-97.51893056	493.251	14.003	—	7	8	6	122.001	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	11 - Principal Arterial Interstate (Rural)	H	92300	2022	5	Unmatched
Raw data OBJECTID 19886 BRKEY 19829 NBI No. 19829 On Under A Structure No. 5507 0724 X Control No. 007 Lane Ind. Milepoint 07240 Facility Carried BNSF R.R. Feature Intersected I-44/ CITY ST/ CR. UNDER Division 04 County 109 Location 7.2 MI N & E JCT I40 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 2 Service Type Off 6 Vertical Clearance N Horizontal Clearance 62.001 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1980 ADT Total 92300 ADT Year 2022 Design Load Railroad Skew 8 No. Main Spans 7 Road Width 122.001 Ref. Underclearance Rt. H Underclearance Right 4.498 Underclearance Left 4.498 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 122.001 Span Type Main M Material 3 - Steel Design 03 Length 493.251 Deck Width 14.003 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 2 Bridge Posting 0 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 147680 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1610 Max Measured Clearance 1704 Min Measured Clearance 1700 NBI Rating 19829 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 8 Lft. Curb SW 0 Rt. Curb SW 0 Description 77ft.-67ft.-82ft.-55ft.-77ft.-77ft.-57ft. THRU PLATE GIRDER SPANS SK. 81 DEG. 57ft.09ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0724 X H Index -1 Latitude 35:31:43.26 Longitude -97:31:08.15 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 UNDER Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19829 Vault Link http://plansrv1/bridgemaintvault/b19829 GIS FO/SD FO H Inv. Method 0 Latitude DD 35.52868333 Longitude DD -97.51893056 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19886 x -10855757.6926438 y 4235961.22763311
19827	0302 0755WX	19827	Atoka	U.S. 69	CLEAR BOGGY CREEK O'FLOW	0302 0755WX	(10) 40ft. PC BEAM	1980	34.25910833	-96.21185278	402.001	43.701	—	10	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8900	2022	5	Unmatched
Raw data OBJECTID 19884 BRKEY 19827 NBI No. 19827 On Under 1 Structure No. 0302 0755WX Control No. 002 Lane Ind. W Milepoint 07550 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK O'FLOW Division 02 County 005 Location 7.55 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.699 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 1980 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.001 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.1 HS Inv. Rating Method 1 HS Inv. Method 40.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19827 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (10) 40ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0755WX H Index 96.0148 Latitude 34:15:32.79 Longitude -96:12:42.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12 NBI Text 19827 Vault Link http://plansrv1/bridgemaintvault/b19827 GIS FO/SD Meets Standards H Inv. Method 29.7 Latitude DD 34.25910833 Longitude DD -96.21185278 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19884 x -10710254.459747 y 4063647.23480506
19826	5720 0815 X	19826	Osage	S.H. 20	WILD HORSE CREEK	5720 0815 X	4-91ft. PRESTRESSED CONC BM. SPANS	1980	36.371186	-96.2591	365	45	—	4	0	2	43	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 19883 BRKEY 19826 NBI No. 19826 On Under 1 Structure No. 5720 0815 X Control No. 020 Lane Ind. Milepoint 08150 Facility Carried S.H. 20 Feature Intersected WILD HORSE CREEK Division 08 County 113 Location 8.1 MI. E. JCT. SH99 Sufficiency 93.8 Kind Hwy 3 Level Service 1 Route No. 00020 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43 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 1980 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 43 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 365 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.3 HS Inv. Rating Method 1 HS Inv. Method 47.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 42.253241 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19826 ODOT County 57 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 4-91ft. PRESTRESSED CONC BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5720 0815 X H Index 97.0322 Latitude 36:22:16.27 Longitude -96:15:32.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 20 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 19826 Vault Link http://plansrv1/bridgemaintvault/b19826 GIS FO/SD Meets Standards H Inv. Method 31.5 Latitude DD 36.371186 Longitude DD -96.2591 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19883 x -10715513.9962188 y 4351816.93130195