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
29689	4317 1534WX	29689	—	I-35 SB	S.H. 32 UNDER	-1	35ft.-45ft.-45ft.-35ft. CONT. CONC. SLAB SPAN	2012	33.94	-97.135278	206.001	41.001	—	4	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14200	2022	5	Unmatched
Raw data OBJECTID 29500 BRKEY 29689 NBI No. 29689 On Under 1 Structure No. 4317 1534WX Control No. 017 Lane Ind. W Milepoint 15340 Facility Carried I-35 SB Feature Intersected S.H. 32 UNDER Division 07 County 085 Location 15.3N TEXAS S/L Sufficiency 93.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2012 ADT Total 14200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 206.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 43 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 22720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1610 Min Measured Clearance 1608 NBI Rating 29689 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft.-45ft.-45ft.-35ft. CONT. CONC. SLAB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9204 Latitude 33:56:24 Longitude -97:08:07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 117 NBI Text 29689 Vault Link http://plansrv1/bridgemaintvault/b29689 GIS FO/SD FO H Inv. Method 42 Latitude DD 33.94 Longitude DD -97.135278 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 29500 x -10813049.6850231 y 4020748.33459619
29688	4317 1534EX	29688	—	I-35	S.H. 32 UNDER	-1	47ft.-56ft.-56ft.-47ft. P.C. BEAM	2012	33.94	-97.13472222	208.501	41	—	4	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14200	2022	5	Unmatched
Raw data OBJECTID 29499 BRKEY 29688 NBI No. 29688 On Under 1 Structure No. 4317 1534EX Control No. 017 Lane Ind. E Milepoint 15340 Facility Carried I-35 Feature Intersected S.H. 32 UNDER Division 07 County 085 Location 15.3N TEXAS S/L Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2012 ADT Total 14200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 17.5 Underclearance Left 1.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 208.501 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 43 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 22720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 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 29688 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 47ft.-56ft.-56ft.-47ft. P.C. BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 33:56:24 Longitude -97:08:05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 116 NBI Text 29688 Vault Link http://plansrv1/bridgemaintvault/b29688 GIS FO/SD Meets Standards H Inv. Method 42 Latitude DD 33.94 Longitude DD -97.13472222 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 29499 x -10812987.8158765 y 4020748.33459619
29876	0824F1498 X	29876	—	S.H. 152	CREEK		DOUBLE 10ft.X6ft.X260ft. SKEWED 45 DEGREES	1901	35.316667	-95.559722	20	-1	—	1	45	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	-1	5	Unmatched
Raw data OBJECTID 29489 BRKEY 29876 NBI No. 29876 On Under 1 Structure No. 0824F1498 X Control No. 024 Lane Ind. Milepoint 14980 Facility Carried S.H. 152 Feature Intersected CREEK Division 07 County 015 Location APPRX 2 W OF BINGER Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year -1 Design Load Other or Unknown Skew 45 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year -1 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 29876 ODOT County 08 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. 0 Nav. VC -1 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description DOUBLE 10ft.X6ft.X260ft. SKEWED 45 DEGREES Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:19:00 Longitude -95:33:35 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 152 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29876 Vault Link http://plansrv1/bridgemaintvault/b29876 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.316667 Longitude DD -95.559722 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29489 x -10637659.5933868 y 4206998.62967767
29875	6240 1403 X	29875	—	S.H. 99	CLEAR BOGGY CREEK	-1	50ft.-60ft.-50ft. PC BM. SPANS SKEWED 30 LF W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL	2011	34.703058	-96.634786	163.301	42.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.7	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 29488 BRKEY 29875 NBI No. 29875 On Under 1 Structure No. 6240 1403 X Control No. 040 Lane Ind. Milepoint 14030 Facility Carried S.H. 99 Feature Intersected CLEAR BOGGY CREEK Division 03 County 123 Location 2.3 MI. S OF JCT S.H. 3 Sufficiency 91.7 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2011 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 163.301 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 58.4 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3840 Future ADT Year 2042 Bypass Detour 44.699999 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 29875 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. PC BM. SPANS SKEWED 30 LF W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8929 Latitude 34:42:11.01 Longitude -96:38:05.23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 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 29875 Vault Link http://plansrv1/bridgemaintvault/b29875 GIS FO/SD Meets Standards H Inv. Method 44.9 Latitude DD 34.703058 Longitude DD -96.634786 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29488 x -10757335.170437 y 4123600.77493781
29874	5706 1061 X	29874	—	U.S. 60	DRY HOLLOW CREEK	-1	5-125ft. TYPE J PCB X 40ft. CLR. RDY. W/TR-4 RAIL	2015	36.75851389	-96.20884444	625	42.001	—	5	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 29487 BRKEY 29874 NBI No. 29874 On Under 1 Structure No. 5706 1061 X Control No. 006 Lane Ind. Milepoint 10610 Facility Carried U.S. 60 Feature Intersected DRY HOLLOW CREEK Division 08 County 113 Location 5.1E OF JCT. S.H. 99 Sufficiency 88 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2015 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 625 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 75 HS Inv. Rating Method 3 HS Inv. Method 51.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3600 Future ADT Year 2042 Bypass Detour 59.999998 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 29874 ODOT County 57 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 5-125ft. TYPE J PCB X 40ft. CLR. RDY. W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9732 Latitude 36:45:30.65 Longitude -96:12:31.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 29874 Vault Link http://plansrv1/bridgemaintvault/b29874 GIS FO/SD Meets Standards H Inv. Method 51.3 Latitude DD 36.75851389 Longitude DD -96.20884444 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29487 x -10709919.5728701 y 4405499.97816367
29873	5706 0912 X	29873	—	U.S. 60	ROCK CREEK	-1	1-100ft., 3-80ft. TYPE IV PCB X 40ft. CLR. RDY. W / TR-4 RAIL	2015	36.75694444	-96.23527778	341.67	42.001	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Very good (8)	Good (7)	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	2500	2022	5	Unmatched
Raw data OBJECTID 29486 BRKEY 29873 NBI No. 29873 On Under 1 Structure No. 5706 0912 X Control No. 006 Lane Ind. Milepoint 09120 Facility Carried U.S. 60 Feature Intersected ROCK CREEK Division 08 County 113 Location 4.1E OF JCT S.H. 99 Sufficiency 95.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2015 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 341.67 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.7 HS Inv. Rating Method 3 HS Inv. Method 42.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3600 Future ADT Year 2042 Bypass Detour 24.85 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 29873 ODOT County 57 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 1-100ft., 3-80ft. TYPE IV PCB X 40ft. CLR. RDY. W / TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.5451 Latitude 36:45:25 Longitude -96:14:07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 29873 Vault Link http://plansrv1/bridgemaintvault/b29873 GIS FO/SD Meets Standards H Inv. Method 42.1 Latitude DD 36.75694444 Longitude DD -96.23527778 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29486 x -10712862.1188188 y 4405281.90996263
29872	5706 0872 X	29872	—	U.S. 60	ELM CREEK	-1	3-12ft.X12ft.X197ft. RC BOX W/4ft.CURTAIN WALL	2015	36.75760278	-96.24215556	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 29485 BRKEY 29872 NBI No. 29872 On Under 1 Structure No. 5706 0872 X Control No. 006 Lane Ind. Milepoint 08720 Facility Carried U.S. 60 Feature Intersected ELM CREEK Division 08 County 113 Location 3.5E JCT. S.H. 199 Sufficiency 93.1 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2015 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN 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 15 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 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 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3600 Future ADT Year 2042 Bypass Detour 36.000001 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 29872 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X12ft.X197ft. RC BOX W/4ft.CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:45:27.37 Longitude -96:14:31.76 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29872 Vault Link http://plansrv1/bridgemaintvault/b29872 GIS FO/SD Meets Standards H Inv. Method 35.9 Latitude DD 36.75760278 Longitude DD -96.24215556 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29485 x -10713627.7497862 y 4405373.3828779
29589	5569 0598NX	29589	—	I-40 WB	MAY AVE. UNDER	-1	45ft.-62-50ft.-45ft. I-BM SPANS	2009	35.461069	-97.565925	201.001	108.678	—	4	4	6	106.48	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	61150	2022	5	Unmatched
Raw data OBJECTID 29471 BRKEY 29589 NBI No. 29589 On Under 1 Structure No. 5569 0598NX Control No. 069 Lane Ind. N Milepoint 05980 Facility Carried I-40 WB Feature Intersected MAY AVE. UNDER Division 04 County 109 Location 6E CANADIAN C/L Sufficiency 97.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 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 11 - Principal Arterial Interstate (Rural) Year Built 2009 ADT Total 61150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 4 No. Main Spans 4 Road Width 106.48 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.201 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 106.48 Span Type Main M Material 4 - Steel Continuous Design 02 Length 201.001 Deck Width 108.678 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 51 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 97840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1703 Min Measured Clearance 1609 NBI Rating 29589 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-62-50ft.-45ft. I-BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 91.458 Latitude 35:27:39.85 Longitude -97:33:57.33 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29589 Vault Link http://plansrv1/bridgemaintvault/b29589 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.461069 Longitude DD -97.565925 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 29471 x -10860989.0897747 y 4226716.4540879
29588	1646 1037 X	29588	—	S.H. 65	WHISKEY CREEK	-1	50ft.-70ft.-50ft. P.C. BM SPANS 40.0ft. CL. RDY. W/TR4 RAIL	2012	34.72	-98.17666667	170	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Very good (8)	Satisfactory (6)	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	1200	2022	5	Unmatched
Raw data OBJECTID 29470 BRKEY 29588 NBI No. 29588 On Under 1 Structure No. 1646 1037 X Control No. 046 Lane Ind. Milepoint 10370 Facility Carried S.H. 65 Feature Intersected WHISKEY CREEK Division 07 County 031 Location 2.1S OF JCT S.H. 17 Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00065 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2012 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 170 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.7 HS Inv. Rating Method 3 HS Inv. Method 38.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1920 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29588 ODOT County 16 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 50ft.-70ft.-50ft. P.C. BM SPANS 40.0ft. CL. RDY. W/TR4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:43:12 Longitude -98:10:36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 65 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 084 NBI Text 29588 Vault Link http://plansrv1/bridgemaintvault/b29588 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 34.72 Longitude DD -98.17666667 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29470 x -10928976.5414854 y 4125895.06593944
29579	3006F0652 X	29579	—	U.S. 183	CREEK	-1	(12ft.-14ft.-12ft.) x 12ft.x48ft. R.C. BOX	1901	36.678561	-99.641217	37.999	-1	—	1	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	-1	2022	5	Unmatched
Raw data OBJECTID 29443 BRKEY 29579 NBI No. 29579 On Under 1 Structure No. 3006F0652 X Control No. 006 Lane Ind. Milepoint 06520 Facility Carried U.S. 183 Feature Intersected CREEK Division 06 County 059 Location 10.1S JCT U.S. 64 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 18300 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 37.999 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. _ Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29579 ODOT County 30 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) x 12ft.x48ft. R.C. BOX Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 36:40:42.82 Longitude -99:38:28.38 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 183 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29579 Vault Link http://plansrv1/bridgemaintvault/b29579 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.678561 Longitude DD -99.641217 ODOT County Number 30 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29443 x -11092009.5384621 y 4394396.54297469
29864	2710 0010 X	29864	—	U.S. 81	KILLPECKER CREEK	-1	TRIPLE 14ft. X 8ft. X 120ft. RCB	2014	36.67111111	-97.80416667	62.051	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.8	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	2000	2022	5	Unmatched
Raw data OBJECTID 29441 BRKEY 29864 NBI No. 29864 On Under 1 Structure No. 2710 0010 X Control No. 010 Lane Ind. Milepoint 00100 Facility Carried U.S. 81 Feature Intersected KILLPECKER CREEK Division 04 County 053 Location .1N OF JCT U.S. 60. Sufficiency 96.8 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.854 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 2014 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 62.051 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 59.966 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 21.099999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29864 ODOT County 27 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 TRIPLE 14ft. X 8ft. X 120ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.735 Latitude 36:40:16 Longitude -97:48:15 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29864 Vault Link http://plansrv1/bridgemaintvault/b29864 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 36.67111111 Longitude DD -97.80416667 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29441 x -10887510.0311649 y 4393362.52972216
29862	0220 0455 X	29862	—	S.H. 11	CREEK	-1	70.5ft. PC BEAM SPAN	2013	36.80138889	-98.27888889	70.499	42.201	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 29439 BRKEY 29862 NBI No. 29862 On Under 1 Structure No. 0220 0455 X Control No. 020 Lane Ind. Milepoint 04550 Facility Carried S.H. 11 Feature Intersected CREEK Division 06 County 003 Location 4.7E OF JCT U.S. 64 Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2013 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.499 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 70.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 69.7 HS Inv. Rating Method 3 HS Inv. Method 39.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3040 Future ADT Year 2042 Bypass Detour 23 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 29862 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70.5ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.86 Latitude 36:48:05 Longitude -98:16:44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29862 Vault Link http://plansrv1/bridgemaintvault/b29862 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 36.80138889 Longitude DD -98.27888889 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29439 x -10940355.8669635 y 4411458.9986505
29861	0220 0361 X	29861	—	S.H. 11	CREEK	-1	3-50ft. PC BEAM SPANS	2013	36.79833333	-98.29527778	150.499	42.3	—	3	0	2	39.902	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 29438 BRKEY 29861 NBI No. 29861 On Under 1 Structure No. 0220 0361 X Control No. 020 Lane Ind. Milepoint 03610 Facility Carried S.H. 11 Feature Intersected CREEK Division 06 County 003 Location 3.8E JCT U.S. 64 Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.902 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2013 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 39.902 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150.499 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.2 HS Inv. Rating Method 3 HS Inv. Method 32.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3040 Future ADT Year 2042 Bypass Detour 23 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 29861 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.6971 Latitude 36:47:54 Longitude -98:17:43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 29861 NBI Text 29861 Vault Link http://plansrv1/bridgemaintvault/b29861 GIS FO/SD Meets Standards H Inv. Method 32.4 Latitude DD 36.79833333 Longitude DD -98.29527778 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29438 x -10942180.269853 y 4411034.20854125
29860	5216 0839 X	29860	—	S.H. 15	DOE CREEK	-1	2-10ft. X 9ft. X 80ft. R.C. BOX W/ 6FT. CURTAIN WALLS	2013	36.53560556	-97.31024444	21.001	82	—	2	0	2	23.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.3	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	410	2022	5	Unmatched
Raw data OBJECTID 29437 BRKEY 29860 NBI No. 29860 On Under 1 Structure No. 5216 0839 X Control No. 016 Lane Ind. Milepoint 08390 Facility Carried S.H. 15 Feature Intersected DOE CREEK Division 04 County 103 Location 8.4E OF GARFIELD C/L Sufficiency 88.3 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 80 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 2013 ADT Total 410 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 82 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 656 Future ADT Year 2042 Bypass Detour 19 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29860 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 9ft. X 80ft. R.C. BOX W/ 6FT. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.5974 Latitude 36:32:08.18 Longitude -97:18:36.88 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29860 Vault Link http://plansrv1/bridgemaintvault/b29860 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.53560556 Longitude DD -97.31024444 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29437 x -10832526.8600298 y 4374572.36461687
29764	2528 0842 X	29764	—	S.H. 74	RUSH CREEK	-1	3-80ft. TYPE IV PC BEAM INTEGRAL SPAN BRIDGE X 40ft. CLR. RDWY. W/ TR-4 TR. RAILS	2012	34.74305556	-97.40555556	240.499	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 29431 BRKEY 29764 NBI No. 29764 On Under 1 Structure No. 2528 0842 X Control No. 028 Lane Ind. Milepoint 08420 Facility Carried S.H. 74 Feature Intersected RUSH CREEK Division 03 County 049 Location 8.4 N JCT S.H. 29 Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2012 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240.499 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 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 3 HS Operating Rating 63 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 29.199999 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 29764 ODOT County 25 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-80ft. TYPE IV PC BEAM INTEGRAL SPAN BRIDGE X 40ft. CLR. RDWY. W/ TR-4 TR. RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8291 Latitude 34:44:35 Longitude -97:24:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 74 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 29764 Vault Link http://plansrv1/bridgemaintvault/b29764 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 34.74305556 Longitude DD -97.40555556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29431 x -10843136.8453751 y 4129018.01248951
29763	2528 0815 X	29763	—	S.H. 74	LIGHTNING CREEK	-1	2-20ft. X 10ft., 22ft. RCB 122ft. 4in. LONG W/ 12ft. INTERNAL DROP AND TURNED 10 DEG. LEFT & 111ft. CLEAR RDWY.	2012	34.739167	-97.405556	40	0	—	2	10	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96	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	1800	2022	5	Unmatched
Raw data OBJECTID 29412 BRKEY 29763 NBI No. 29763 On Under 1 Structure No. 2528 0815 X Control No. 028 Lane Ind. Milepoint 08150 Facility Carried S.H. 74 Feature Intersected LIGHTNING CREEK Division 03 County 049 Location 8.2 N JCT S.H. 29 Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2012 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 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 15 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 29.199999 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 29763 ODOT County 25 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 2-20ft. X 10ft., 22ft. RCB 122ft. 4in. LONG W/ 12ft. INTERNAL DROP AND TURNED 10 DEG. LEFT & 111ft. CLEAR RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 97.7101 Latitude 34:44:21 Longitude -97:24:20 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 74 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29763 Vault Link http://plansrv1/bridgemaintvault/b29763 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.739167 Longitude DD -97.405556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29412 x -10843136.8943557 y 4128491.23398815
29571	0212 0335 X	29571	—	S.H. 8	DRIFTWOOD CREEK	-1	5-100ft. TYPE IV P.C. BEAM WITH 40ft. CLR RDY	2012	36.845	-98.36	500	41.201	—	5	0	2	38.901	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 29399 BRKEY 29571 NBI No. 29571 On Under 1 Structure No. 0212 0335 X Control No. 012 Lane Ind. Milepoint 03350 Facility Carried S.H. 8 Feature Intersected DRIFTWOOD CREEK Division 06 County 003 Location 3.3N JCT U.S. 64 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.901 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 2012 ADT Total 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 38.901 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 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 500 Deck Width 41.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.4 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2560 Future ADT Year 2042 Bypass Detour 0 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 29571 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-100ft. TYPE IV P.C. BEAM WITH 40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8477 Latitude 36:50:42 Longitude -98:21:36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 8 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 29571 Vault Link http://plansrv1/bridgemaintvault/b29571 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.845 Longitude DD -98.36 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29399 x -10949385.1144264 y 4417523.75152704
29570	4732 0563 X	29570	—	S.H. 58	INDIAN CREEK	-1	3-100ft. TYPE IV P.C. BEAM WITH 40ft. CLR. RDY.	2013	36.33388889	-98.26527778	300	42.598	—	3	0	2	40.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.1	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	1900	2022	5	Unmatched
Raw data OBJECTID 29398 BRKEY 29570 NBI No. 29570 On Under 1 Structure No. 4732 0563 X Control No. 032 Lane Ind. Milepoint 05630 Facility Carried S.H. 58 Feature Intersected INDIAN CREEK Division 06 County 093 Location 5.7N OF JCT S.H. 8 Sufficiency 97.1 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.4 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 2013 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40.4 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 5 - Prestressed Concrete Design 02 Length 300 Deck Width 42.598 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 91 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3040 Future ADT Year 2042 Bypass Detour 20.000001 School Bus Rte. 0 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 29570 ODOT County 47 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. TYPE IV P.C. BEAM WITH 40ft. CLR. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8272 Latitude 36:20:02 Longitude -98:15:55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 58 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 29570 Vault Link http://plansrv1/bridgemaintvault/b29570 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 36.33388889 Longitude DD -98.26527778 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29398 x -10938840.6851292 y 4346661.76333874
29569	7604 0943 X	29569	—	U.S. 64	WHITE HORSE CREEK	-1	105ft.-115ft.-105ft. TYPE J BEAM WITH 40ft. CLR RDY	2013	36.796953	-98.95265	325	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 29397 BRKEY 29569 NBI No. 29569 On Under 1 Structure No. 7604 0943 X Control No. 004 Lane Ind. Milepoint 09430 Facility Carried U.S. 64 Feature Intersected WHITE HORSE CREEK Division 06 County 151 Location 9.6E JCT S.H. 50 Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2013 ADT Total 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 325 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65.7 HS Inv. Rating Method 3 HS Inv. Method 36.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2560 Future ADT Year 2042 Bypass Detour 72.099997 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 29569 ODOT County 76 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 105ft.-115ft.-105ft. TYPE J BEAM WITH 40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:47:49.03 Longitude -98:57:09.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 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 29569 Vault Link http://plansrv1/bridgemaintvault/b29569 GIS FO/SD Meets Standards H Inv. Method 35.4 Latitude DD 36.796953 Longitude DD -98.95265 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29397 x -11015358.610645 y 4410842.31783964
29850	1112 0000 X	29850	—	S.H. 51	GRAND / GIBSON LAKE	-1	1165.0ft. LONG 5 SPAN STEEL MULTI GIRDER	2016	35.930581	-95.269633	1168	44	—	5	0	2	42	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3800	2022	5	Unmatched
Raw data OBJECTID 29391 BRKEY 29850 NBI No. 29850 On Under 1 Structure No. 1112 0000 X Control No. 012 Lane Ind. Milepoint 00000 Facility Carried S.H. 51 Feature Intersected GRAND / GIBSON LAKE Division 01 County 021 Location CHEROKEE / WAGONER C/L Sufficiency 88.7 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2016 ADT Total 3800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 42 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 3 - Steel Design 02 Length 1168 Deck Width 44 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.3 HS Inv. Rating Method 3 HS Inv. Method 37.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5400 Future ADT Year 2042 Bypass Detour 39.149999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29850 ODOT County 11 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1165.0ft. LONG 5 SPAN STEEL MULTI GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.289 Latitude 35:55:50.09 Longitude -95:16:10.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 29850 Vault Link http://plansrv1/bridgemaintvault/b29850 GIS FO/SD Meets Standards H Inv. Method 37.9 Latitude DD 35.930581 Longitude DD -95.269633 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29391 x -10605367.033622 y 4291073.62405411
29849	5716 0160 X	29849	—	S.H. 18	LOST MAN CREEK	-1	3-10ft. X 6ft. X 104ft. RCB W/6ft. CURTAIN WALLS.	2013	36.70817778	-96.67657222	32.001	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	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	660	2022	5	Unmatched
Raw data OBJECTID 29390 BRKEY 29849 NBI No. 29849 On Under 1 Structure No. 5716 0160 X Control No. 016 Lane Ind. Milepoint 01600 Facility Carried S.H. 18 Feature Intersected LOST MAN CREEK Division 08 County 113 Location 1.6 MI. N OF U.S. 60 Sufficiency 97 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2013 ADT Total 660 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 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 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1056 Future ADT Year 2042 Bypass Detour 0 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 29849 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 6ft. X 104ft. RCB W/6ft. CURTAIN WALLS. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 96.6155 Latitude 36:42:29.44 Longitude -96:40:35.66 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29849 Vault Link http://plansrv1/bridgemaintvault/b29849 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.70817778 Longitude DD -96.67657222 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29390 x -10761986.7911695 y 4398508.21763733
29848	1624 1210 X	29848	—	S.H. 17	COTTONWOOD CREEK	-1	50ft.-80ft.-50ft. PC BM : 40ft. CLR. RDY.	2012	34.75361111	-98.09472222	180	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Very good (8)	Satisfactory (6)	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	1300	2022	5	Unmatched
Raw data OBJECTID 29389 BRKEY 29848 NBI No. 29848 On Under 1 Structure No. 1624 1210 X Control No. 024 Lane Ind. Milepoint 12100 Facility Carried S.H. 17 Feature Intersected COTTONWOOD CREEK Division 07 County 031 Location 5.9 E OF JCT S.H. 65 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00017 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2012 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 180 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.7 HS Inv. Rating Method 3 HS Inv. Method 41.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29848 ODOT County 16 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 50ft.-80ft.-50ft. PC BM : 40ft. CLR. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:45:13 Longitude -98:05:41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 17 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 067 NBI Text 29848 Vault Link http://plansrv1/bridgemaintvault/b29848 GIS FO/SD Meets Standards H Inv. Method 41.3 Latitude DD 34.75361111 Longitude DD -98.09472222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29389 x -10919854.527038 y 4130448.08505376
29847	1624 0886 X	29847	—	S.H. 17	BEAVER CREEK	-1	65ft.-85ft.-65ft. P.C. BM SK 45 LF : 40ft. CLR. RDY.	2013	34.75333333	-98.15222222	215	42.001	—	3	45	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 29370 BRKEY 29847 NBI No. 29847 On Under 1 Structure No. 1624 0886 X Control No. 024 Lane Ind. Milepoint 08860 Facility Carried S.H. 17 Feature Intersected BEAVER CREEK Division 07 County 031 Location 1.6 E JCT S.H. 65 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00017 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2013 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 215 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.6 HS Inv. Rating Method 3 HS Inv. Method 46 H Operating Rating 3 H Inv. Rating Method 2 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29847 ODOT County 16 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 65ft.-85ft.-65ft. P.C. BM SK 45 LF : 40ft. CLR. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:45:12 Longitude -98:09:08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 17 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 066 NBI Text 29847 Vault Link http://plansrv1/bridgemaintvault/b29847 GIS FO/SD Meets Standards H Inv. Method 45.9 Latitude DD 34.75333333 Longitude DD -98.15222222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29370 x -10926255.3977586 y 4130410.44890271
29846	1624 0853 X	29846	—	S.H. 17	SHETTLERS CREEK	-1	60ft.-70ft.-60ft. P.C. BM SK 30 LF ; 40ft. CLR RDY.	2013	34.75166667	-98.15722222	190	42.001	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 29369 BRKEY 29846 NBI No. 29846 On Under 1 Structure No. 1624 0853 X Control No. 024 Lane Ind. Milepoint 08530 Facility Carried S.H. 17 Feature Intersected SHETTLERS CREEK Division 07 County 031 Location 1.2 E JCT S.H. 65 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00017 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2013 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 190 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 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 3 HS Operating Rating 61.6 HS Inv. Rating Method 3 HS Inv. Method 41.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29846 ODOT County 16 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 60ft.-70ft.-60ft. P.C. BM SK 30 LF ; 40ft. CLR RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:45:06 Longitude -98:09:26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 17 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 065 NBI Text 29846 Vault Link http://plansrv1/bridgemaintvault/b29846 GIS FO/SD Meets Standards H Inv. Method 41.3 Latitude DD 34.75166667 Longitude DD -98.15722222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29369 x -10926811.9952126 y 4130184.63736462
29650	4504 0517WX	29650	—	U.S. 70/US-259/SH3	YASHAU CREEK	-1	(4) 75ft. TYPE III PC BM	2014	33.98666667	-94.74388889	300.499	41.001	—	4	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.1	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6000	2022	5	Unmatched
Raw data OBJECTID 29353 BRKEY 29650 NBI No. 29650 On Under 1 Structure No. 4504 0517WX Control No. 004 Lane Ind. W Milepoint 05170 Facility Carried U.S. 70/US-259/SH3 Feature Intersected YASHAU CREEK Division 02 County 089 Location 5.2 MI E-N JCT US259/US70 Sufficiency 97.1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2014 ADT Total 6000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 300.499 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 8 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 3 HS Operating Rating 67 HS Inv. Rating Method 3 HS Inv. Method 31 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9600 Future ADT Year 2042 Bypass Detour 0.1 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 29650 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (4) 75ft. TYPE III PC BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 97.9982 Latitude 33:59:12 Longitude -94:44:38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 15 NBI Text 29650 Vault Link http://plansrv1/bridgemaintvault/b29650 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 33.98666667 Longitude DD -94.74388889 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29353 x -10546841.4670093 y 4027011.82615756
29841	7323R1005 X	29841	—	S.H. 16	CREEK	-1	2-10ft. X 3ft. X 31.49ft. RCB	2013	35.928611	-95.368333	22.999	31.499	—	2	0	2	29.501	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	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	3200	2017	5	Unmatched
Raw data OBJECTID 29346 BRKEY 29841 NBI No. 29841 On Under 1 Structure No. 7323R1005 X Control No. 023 Lane Ind. Milepoint 10050 Facility Carried S.H. 16 Feature Intersected CREEK Division 01 County 145 Location 1.25S S.H. 51/S.H. 16 Sufficiency 77 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 29.501 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 2013 ADT Total 3200 ADT Year 2017 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 29.501 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 31.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 50.817 HS Inv. Rating Method 3 HS Inv. Method 39.242 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5120 Future ADT Year 2037 Bypass Detour 19.87995 School Bus Rte. 0 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 29841 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. N DK Surf. Type N Lft. Curb SW 4.301 Rt. Curb SW 2.7 Description 2-10ft. X 3ft. X 31.49ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 96.8092 Latitude 35:55:43 Longitude -95:22:06 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 16 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29841 Vault Link http://plansrv1/bridgemaintvault/b29841 GIS FO/SD Meets Standards H Inv. Method 39.242 Latitude DD 35.928611 Longitude DD -95.368333 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29346 x -10616354.2673633 y 4290802.79667203
29840	0718 0099 X	29840	—	S.H. 199	WASHITA RIVER	-1	125ft.-180ft.-220ft.-100ft. P.C. BEAM AND CONTINUOUS STEEL PLATE GIRDER BRIDGE WITH 0 DEGREE SKEW, 40 CLEAR ROAD WAY AND CONCRETE RAIL	2013	34.09644167	-96.55439167	625	42	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.8	Fair (5)	Satisfactory (6)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	670	2022	5	Unmatched
Raw data OBJECTID 29345 BRKEY 29840 NBI No. 29840 On Under 1 Structure No. 0718 0099 X Control No. 018 Lane Ind. Milepoint 00990 Facility Carried S.H. 199 Feature Intersected WASHITA RIVER Division 02 County 013 Location 4W JCT S.H. 78 Sufficiency 85.8 Kind Hwy 3 Level Service 1 Route No. 00199 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2013 ADT Total 670 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 625 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1072 Future ADT Year 2042 Bypass Detour 49.999872 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 29840 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 125ft.-180ft.-220ft.-100ft. P.C. BEAM AND CONTINUOUS STEEL PLATE GIRDER BRIDGE WITH 0 DEGREE SKEW, 40 CLEAR ROAD WAY AND CONCRETE RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.849 Latitude 34:05:47.19 Longitude -96:33:15.81 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 199 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 29840 Vault Link http://plansrv1/bridgemaintvault/b29840 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 34.09644167 Longitude DD -96.55439167 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29345 x -10748385.7145587 y 4041759.14907808
29839	7610 0053 X	29839	—	U.S. 281	CIMARRON RIVER	-1	13-100ft. TYPE IV SPANS	2014	36.514167	-98.880278	1300	42	—	13	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.4	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 29344 BRKEY 29839 NBI No. 29839 On Under 1 Structure No. 7610 0053 X Control No. 010 Lane Ind. Milepoint 00530 Facility Carried U.S. 281 Feature Intersected CIMARRON RIVER Division 06 County 151 Location .8N OF MAJOR C/L Sufficiency 91.4 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2014 ADT Total 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 13 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1300 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.4 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2400 Future ADT Year 2042 Bypass Detour 67.000001 School Bus Rte. _ 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 29839 ODOT County 76 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 13-100ft. TYPE IV SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.7563 Latitude 36:30:51 Longitude -98:52:49 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29839 Vault Link http://plansrv1/bridgemaintvault/b29839 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.514167 Longitude DD -98.880278 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29344 x -11007302.1964573 y 4371602.56087222
29645	4916 1651 X	29645	—	S.H. 28	GRAND LAKE E. SPILLWAY	-1	10-41ft. CONCRETE GIRDER SPANS	1940	36.480278	-95.0075	410	28.501	—	10	0	2	20	1 - Concrete	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Posted for load (P)	6	Critical (2)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	25 - Other Local Agencies	25 - Other Local Agencies	1 - On Highway	07 - Major Collector (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 29330 BRKEY 29645 NBI No. 29645 On Under 1 Structure No. 4916 1651 X Control No. 016 Lane Ind. Milepoint 16510 Facility Carried S.H. 28 Feature Intersected GRAND LAKE E. SPILLWAY Division 08 County 097 Location 16.5 E OF JCT U.S. 69 Sufficiency 6 Kind Hwy 3 Level Service 1 Route No. 00028 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 25 - Other Local Agencies Custodian 25 - Other Local Agencies Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1940 ADT Total 2400 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 10 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 03 Length 410 Deck Width 28.501 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 4 Waterway Adequacy 8 Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 28.999999 School Bus Rte. 3 Posted Weight 363636 Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29645 ODOT County 49 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 1 Lft. Curb SW 6.667 Rt. Curb SW 2.169 Description 10-41ft. CONCRETE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 87.7403 Latitude 36:28:49 Longitude -95:00:27 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 28 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29645 Vault Link http://plansrv1/bridgemaintvault/b29645 GIS FO/SD FO H Inv. Method 13.8 Latitude DD 36.480278 Longitude DD -95.0075 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29330 x -10576186.5215419 y 4366909.72162408
29923	0905 0114NX	29923	—	I-40 EB	S. CANADIAN RIVER	-1	(26) -100ft. TYPE IV PCB SPANS, 38ft. CLY, W/ F-SHAPE RAILS	2016	35.52741944	-98.28790556	2601.667	40	—	26	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11950	2022	5	Unmatched
Raw data OBJECTID 29326 BRKEY 29923 NBI No. 29923 On Under 1 Structure No. 0905 0114NX Control No. 005 Lane Ind. N Milepoint 01140 Facility Carried I-40 EB Feature Intersected S. CANADIAN RIVER Division 04 County 017 Location 1.1 E CADDO C/L Sufficiency 97.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2016 ADT Total 11950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 26 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2601.667 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 19120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29923 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (26) -100ft. TYPE IV PCB SPANS, 38ft. CLY, W/ F-SHAPE RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9927 Latitude 35:31:38.71 Longitude -98:17:16.46 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB 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 29923 Vault Link http://plansrv1/bridgemaintvault/b29923 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.52741944 Longitude DD -98.28790556 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 29326 x -10941359.5980766 y 4235788.34705798
29922	0905 0114SX	29922	—	I-40 WB	S. CANADIAN RIVER	-1	(26) -100ft. TYPE IV PCB SPANS, 38ft. CLY, W/ F-SHAPE RAILS	2016	35.52762778	-98.28809167	2601.667	41	—	26	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9100	2022	5	Unmatched
Raw data OBJECTID 29325 BRKEY 29922 NBI No. 29922 On Under 1 Structure No. 0905 0114SX Control No. 005 Lane Ind. S Milepoint 01140 Facility Carried I-40 WB Feature Intersected S. CANADIAN RIVER Division 04 County 017 Location 1.1 E CADDO C/L Sufficiency 97.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2016 ADT Total 9100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 26 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2601.667 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29922 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (26) -100ft. TYPE IV PCB SPANS, 38ft. CLY, W/ F-SHAPE RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9988 Latitude 35:31:39.46 Longitude -98:17:17.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB 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 29922 Vault Link http://plansrv1/bridgemaintvault/b29922 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.52762778 Longitude DD -98.28809167 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 29325 x -10941380.315747 y 4235816.84455549
29834	0512 0799 X	29834	—	U.S. 283	TIMBER CREEK	-1	3-10ft.X10ft. X 128ft. RDY. R.C. BOX	2012	35.41805556	-99.65555556	30	130	—	3	0	2	126.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1800	2022	5	Unmatched
Raw data OBJECTID 29321 BRKEY 29834 NBI No. 29834 On Under 1 Structure No. 0512 0799 X Control No. 012 Lane Ind. Milepoint 07990 Facility Carried U.S. 283 Feature Intersected TIMBER CREEK Division 05 County 009 Location 0.2S OF ROGER MILLS C/L Sufficiency 94 Kind Hwy 2 Level Service 1 Route No. 00283 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 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 2012 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 126.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 27.001 Span Type Main M Material 1 - Concrete Design 19 Length 30 Deck Width 130 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 42.87 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 29834 ODOT County 05 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.X10ft. X 128ft. RDY. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 95.05 Latitude 35:25:05 Longitude -99:39:20 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 283 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29834 Vault Link http://plansrv1/bridgemaintvault/b29834 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 35.41805556 Longitude DD -99.65555556 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29321 x -11093605.69966 y 4220839.35554411
29833	6512 1133 X	29833	—	S.H. 33	NINE MILE CREEK	-1	3-18ft. x 10ft. x 117ft. RDY. R.C. BOX, SK. 30 DEG RF	2012	35.67527778	-99.47944444	67.001	137.001	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.3	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	850	2022	5	Unmatched
Raw data OBJECTID 29320 BRKEY 29833 NBI No. 29833 On Under 1 Structure No. 6512 1133 X Control No. 012 Lane Ind. Milepoint 11330 Facility Carried S.H. 33 Feature Intersected NINE MILE CREEK Division 05 County 129 Location 11.7E OF JCT U.S. 283 Sufficiency 97.3 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 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 2012 ADT Total 850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 27.001 Span Type Main M Material 1 - Concrete Design 19 Length 67.001 Deck Width 137.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1360 Future ADT Year 2042 Bypass Detour 40.000002 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 29833 ODOT County 65 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 3-18ft. x 10ft. x 117ft. RDY. R.C. BOX, SK. 30 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 95.05 Latitude 35:40:31 Longitude -99:28:46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 29833 Vault Link http://plansrv1/bridgemaintvault/b29833 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 35.67527778 Longitude DD -99.47944444 ODOT County Number 65 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29320 x -11074001.0994585 y 4256031.59676397
29832	1124 0979 X	29832	—	S.H. 82	FOURTEEN MILE CREEK	-1	3-75ft. TYPE III PCB SKEW 30 DEG.	2016	36.01111111	-95.03388889	225	46.001	—	3	30	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 29319 BRKEY 29832 NBI No. 29832 On Under 1 Structure No. 1124 0979 X Control No. 024 Lane Ind. Milepoint 09790 Facility Carried S.H. 82 Feature Intersected FOURTEEN MILE CREEK Division 01 County 021 Location 9.7N OF U.S. 62 Sufficiency 84.6 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 4000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 225 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 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 3 HS Operating Rating 79 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5600 Future ADT Year 2042 Bypass Detour 52.800001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29832 ODOT County 11 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 3-75ft. TYPE III PCB SKEW 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:00:40 Longitude -95:02:02 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 0 NBI Text 29832 Vault Link http://plansrv1/bridgemaintvault/b29832 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 36.01111111 Longitude DD -95.03388889 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29319 x -10579124.1193393 y 4302150.35137014
29831	1124 0993 X	29831	—	S.H. 82	THOMPSON BRANCH CREEK	-1	40ft.-75ft.-40ft. TYPE II,III,II PCB SPANS	2016	36.013172	-95.035183	155	46.201	—	3	0	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 29318 BRKEY 29831 NBI No. 29831 On Under 1 Structure No. 1124 0993 X Control No. 024 Lane Ind. Milepoint 09930 Facility Carried S.H. 82 Feature Intersected THOMPSON BRANCH CREEK Division 01 County 021 Location 9.9N OF U.S. 62 Sufficiency 84.6 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 4000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155 Deck Width 46.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 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 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5600 Future ADT Year 2042 Bypass Detour 52.799868 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29831 ODOT County 11 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 40ft.-75ft.-40ft. TYPE II,III,II PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.7057 Latitude 36:00:47.42 Longitude -95:02:06.66 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 0 NBI Text 29831 Vault Link http://plansrv1/bridgemaintvault/b29831 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 36.013172 Longitude DD -95.035183 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29318 x -10579268.1790056 y 4302433.97032877
29642	4916 1628 X	29642	—	S.H. 28	GRAND LAKE W. SPILLWAY	-1	11-41ft. CONCRETE GIRDER SPANS	1940	36.480575	-95.0115	451.001	28.501	—	11	0	2	20	1 - Concrete	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Posted for load (P)	7	Critical (2)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	25 - Other Local Agencies	25 - Other Local Agencies	1 - On Highway	07 - Major Collector (Rural)	B	2400	2022	4	Unmatched
Raw data OBJECTID 29309 BRKEY 29642 NBI No. 29642 On Under 1 Structure No. 4916 1628 X Control No. 016 Lane Ind. Milepoint 16280 Facility Carried S.H. 28 Feature Intersected GRAND LAKE W. SPILLWAY Division 08 County 097 Location 16.3 E OF JCT U.S. 69 Sufficiency 7 Kind Hwy 3 Level Service 1 Route No. 00028 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 25 - Other Local Agencies Custodian 25 - Other Local Agencies Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1940 ADT Total 2400 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 11 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 03 Length 451.001 Deck Width 28.501 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 4 Waterway Adequacy 9 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 28.999999 School Bus Rte. 3 Posted Weight 363636 Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 29642 ODOT County 49 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 1 Lft. Curb SW 6.667 Rt. Curb SW 2.169 Description 11-41ft. CONCRETE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 91.0322 Latitude 36:28:50.07 Longitude -95:00:41.4 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 28 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 29642 Vault Link http://plansrv1/bridgemaintvault/b29642 GIS FO/SD FO H Inv. Method 13.8 Latitude DD 36.480575 Longitude DD -95.0115 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29309 x -10576631.7995051 y 4366950.84030678
29641	6006 0663 X	29641	—	S.H. 33	WILD HORSE CREEK	-1	3-100ft. TYPE IV SPANS, 42ft. CLR RDY, F-SHAPED TRAFFIC RAILS	2011	35.98583333	-97.11944444	300.499	45	—	3	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3900	2022	5	Unmatched
Raw data OBJECTID 29308 BRKEY 29641 NBI No. 29641 On Under 1 Structure No. 6006 0663 X Control No. 006 Lane Ind. Milepoint 06630 Facility Carried S.H. 33 Feature Intersected WILD HORSE CREEK Division 04 County 119 Location 6.7 E LOGAN C/L Sufficiency 87.2 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2011 ADT Total 3900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 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 300.499 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 7 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 75.8 HS Inv. Rating Method 3 HS Inv. Method 38.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6240 Future ADT Year 2042 Bypass Detour 42.899998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29641 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. TYPE IV SPANS, 42ft. CLR RDY, F-SHAPED TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 98.8201 Latitude 35:59:09 Longitude -97:07:10 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 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 29641 Vault Link http://plansrv1/bridgemaintvault/b29641 GIS FO/SD Meets Standards H Inv. Method 38.6 Latitude DD 35.98583333 Longitude DD -97.11944444 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29308 x -10811287.1011864 y 4298672.23514718
29640	6006 0647 X	29640	—	S.H. 33	WILD HORSE CREEK O'FLOW	-1	3-50ft. TYPE II PCB SPANS, 50ft. CLR RDY	2011	35.98583333	-97.12222222	150.499	52.999	—	3	0	2	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.4	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3900	2022	5	Unmatched
Raw data OBJECTID 29307 BRKEY 29640 NBI No. 29640 On Under 1 Structure No. 6006 0647 X Control No. 006 Lane Ind. Milepoint 06470 Facility Carried S.H. 33 Feature Intersected WILD HORSE CREEK O'FLOW Division 04 County 119 Location 6.5 E LOGAN C/L Sufficiency 81.4 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 50 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2011 ADT Total 3900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150.499 Deck Width 52.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.3 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6240 Future ADT Year 2042 Bypass Detour 42.899998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29640 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. TYPE II PCB SPANS, 50ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 98.9755 Latitude 35:59:09 Longitude -97:07:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 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 29640 Vault Link http://plansrv1/bridgemaintvault/b29640 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.98583333 Longitude DD -97.12222222 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29307 x -10811596.3222416 y 4298672.23514718
29639	2628 0050 X	29639	—	S.H. 37	BUGGY CREEK	-1	3-100ft. P.C. BM SPANS 40.0ft. CL RDY W/TR4 RAIL SKEW 20 DEG RT. FWD	2013	35.31083333	-97.93638889	300	42.201	—	3	20	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.4	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2200	2022	5	Unmatched
Raw data OBJECTID 29306 BRKEY 29639 NBI No. 29639 On Under 1 Structure No. 2628 0050 X Control No. 028 Lane Ind. Milepoint 00500 Facility Carried S.H. 37 Feature Intersected BUGGY CREEK Division 07 County 051 Location .6 E OF U.S. 81 Sufficiency 92.4 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2013 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 300 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82 HS Inv. Rating Method 3 HS Inv. Method 48 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3520 Future ADT Year 2042 Bypass Detour 44.699999 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 29639 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. P.C. BM SPANS 40.0ft. CL RDY W/TR4 RAIL SKEW 20 DEG RT. FWD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:18:39 Longitude -97:56:11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 37 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 70-26 NBI Text 29639 Vault Link http://plansrv1/bridgemaintvault/b29639 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.31083333 Longitude DD -97.93638889 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29306 x -10902228.9413668 y 4206202.79382159
29638	4504F2213 X	29638	—	U.S. 70	TWO MILE CREEK		125ft. TYPE J PC BEAM, INT. ABUT., 40ft. CLR RDY	1901	34.05370833	-94.49845278	125	-1	—	1	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5890	2022	5	Unmatched
Raw data OBJECTID 29305 BRKEY 29638 NBI No. 29638 On Under 1 Structure No. 4504F2213 X Control No. 004 Lane Ind. Milepoint 22130 Facility Carried U.S. 70 Feature Intersected TWO MILE CREEK Division 02 County 089 Location 14.4 E JCT S.H. 3 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total 5890 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 125 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 8670 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 29638 ODOT County 45 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 125ft. TYPE J PC BEAM, INT. ABUT., 40ft. CLR RDY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:03:13.35 Longitude -94:29:54.43 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 70 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29638 Vault Link http://plansrv1/bridgemaintvault/b29638 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.05370833 Longitude DD -94.49845278 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29305 x -10519519.6442218 y 4036016.02455628
29637	4504F2161 X	29637	—	U.S. 70	TWO MILE CREEK		125ft. TYPE J PC BEAM INT. ABUT 40ft. CLR RDY	1901	34.05368056	-94.50753611	125	-1	—	1	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5890	2022	5	Unmatched
Raw data OBJECTID 29286 BRKEY 29637 NBI No. 29637 On Under 1 Structure No. 4504F2161 X Control No. 004 Lane Ind. Milepoint 21610 Facility Carried U.S. 70 Feature Intersected TWO MILE CREEK Division 02 County 089 Location 14.3 E JCT S.H. 3 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total 5890 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 125 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 8670 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 29637 ODOT County 45 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 125ft. TYPE J PC BEAM INT. ABUT 40ft. CLR RDY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:03:13.25 Longitude -94:30:27.13 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 70 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29637 Vault Link http://plansrv1/bridgemaintvault/b29637 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.05368056 Longitude DD -94.50753611 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29286 x -10520530.7958921 y 4036012.29336358
29636	4504F2032 X	29636	—	U.S. 70	BUCK CREEK		3-14ft. X 10ft. RCB W/ WINGWALLS, HEADER, & APRON ON N SIDE	1901	34.05361667	-94.53008611	43.999	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5890	2022	5	Unmatched
Raw data OBJECTID 29285 BRKEY 29636 NBI No. 29636 On Under 1 Structure No. 4504F2032 X Control No. 004 Lane Ind. Milepoint 20320 Facility Carried U.S. 70 Feature Intersected BUCK CREEK Division 02 County 089 Location 13 E JCT S.H. 3 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total 5890 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 43.999 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 8670 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 29636 ODOT County 45 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 3-14ft. X 10ft. RCB W/ WINGWALLS, HEADER, & APRON ON N SIDE Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:03:13.02 Longitude -94:31:48.31 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 70 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 29636 Vault Link http://plansrv1/bridgemaintvault/b29636 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.05361667 Longitude DD -94.53008611 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29285 x -10523041.0504095 y 4036003.70907219
29635	4504 1631 X	29635	—	U.S. 70	LUKSUKOL CREEK	-1	4-100ft. TYPE IV BEAM SPANS W/40ft. CLR RDY	2015	34.04325	-94.596867	402.999	42.201	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.6	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	5500	2022	5	Unmatched
Raw data OBJECTID 29284 BRKEY 29635 NBI No. 29635 On Under 1 Structure No. 4504 1631 X Control No. 004 Lane Ind. Milepoint 16310 Facility Carried U.S. 70 Feature Intersected LUKSUKOL CREEK Division 02 County 089 Location 9 E JCT S.H. 3 Sufficiency 82.6 Kind Hwy 2 Level Service 1 Route No. 00070 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 2015 ADT Total 5500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.999 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7500 Future ADT Year 2042 Bypass Detour 72.000002 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 29635 ODOT County 45 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 1.099 Rt. Curb SW 1.099 Description 4-100ft. TYPE IV BEAM SPANS W/40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:02:35.7 Longitude -94:35:48.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25 NBI Text 29635 Vault Link http://plansrv1/bridgemaintvault/b29635 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 34.04325 Longitude DD -94.596867 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29284 x -10530475.065079 y 4034610.92393734
29634	4504 1618 X	29634	—	U.S. 70	LICK CREEK	-1	3-80ft. TYPE IV BEAM SPANS W/40ft. CLR RDY	2015	34.04326667	-94.59936667	240	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82	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	5500	2022	5	Unmatched
Raw data OBJECTID 29283 BRKEY 29634 NBI No. 29634 On Under 1 Structure No. 4504 1618 X Control No. 004 Lane Ind. Milepoint 16180 Facility Carried U.S. 70 Feature Intersected LICK CREEK Division 02 County 089 Location 8.3 E OF JCT S.H. 3 Sufficiency 82 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2015 ADT Total 5500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7500 Future ADT Year 2042 Bypass Detour 72.000002 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 29634 ODOT County 45 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description 3-80ft. TYPE IV BEAM SPANS W/40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:02:35.76 Longitude -94:35:57.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 24 NBI Text 29634 Vault Link http://plansrv1/bridgemaintvault/b29634 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 34.04326667 Longitude DD -94.59936667 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29283 x -10530753.3270706 y 4034613.16345218
29633	4504 1493 X	29633	—	U.S. 70	MOUNTAIN FORK RIVER	-1	4-125ft. TYPE J BEAM SPANS W/40ft. CLR RDY	2016	34.04215	-94.62218056	500	42	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.6	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5500	2022	5	Unmatched
Raw data OBJECTID 29282 BRKEY 29633 NBI No. 29633 On Under 1 Structure No. 4504 1493 X Control No. 004 Lane Ind. Milepoint 14930 Facility Carried U.S. 70 Feature Intersected MOUNTAIN FORK RIVER Division 02 County 089 Location 7.1 E OF S.H. 3 Sufficiency 82.6 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2016 ADT Total 5500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 500 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7500 Future ADT Year 2042 Bypass Detour 72.000002 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 29633 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-125ft. TYPE J BEAM SPANS W/40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.0056 Latitude 34:02:31.74 Longitude -94:37:19.85 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 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 29633 Vault Link http://plansrv1/bridgemaintvault/b29633 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 34.04215 Longitude DD -94.62218056 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29282 x -10533292.9576884 y 4034463.14648676
29926	2704 1573 X	29926	—	U.S. 60	BOGGY CREEK	-1	125ft. PC BEAM SPAN	2014	36.695	-97.53805556	125.499	42.165	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1400	2022	5	Unmatched
Raw data OBJECTID 29275 BRKEY 29926 NBI No. 29926 On Under 1 Structure No. 2704 1573 X Control No. 004 Lane Ind. Milepoint 15730 Facility Carried U.S. 60 Feature Intersected BOGGY CREEK Division 04 County 053 Location 4.2 W OF KAY C/L Sufficiency 97 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2014 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 125.499 Deck Width 42.165 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 27.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 29926 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 125ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.158 Latitude 36:41:42 Longitude -97:32:17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 29926 Vault Link http://plansrv1/bridgemaintvault/b29926 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 36.695 Longitude DD -97.53805556 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 29275 x -10857886.6779052 y 4396678.56104932
29823	0710 0226 X	29823	—	U.S. 70 BYPASS	ST.L.SF. R.R. UNDER	-1	95ft.-112ft.-82ft. PL. GIR. W/44ft. CLR. F SHAPE SK 11 DEGREES 40ft.54.1in. RF	2015	33.975347	-96.339908	288.999	43.999	—	3	12	2	42.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.4	Good (7)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 29274 BRKEY 29823 NBI No. 29823 On Under 1 Structure No. 0710 0226 X Control No. 010 Lane Ind. Milepoint 02260 Facility Carried U.S. 70 BYPASS Feature Intersected ST.L.SF. R.R. UNDER Division 02 County 013 Location 2.1 E jct 78 Sufficiency 95.4 Kind Hwy 2 Level Service 3 Route No. 00070 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 42.999 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 2015 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 12 No. Main Spans 3 Road Width 42.999 Ref. Underclearance Rt. R Underclearance Right 48 Underclearance Left 48 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.999 Span Type Main M Material 3 - Steel Design 02 Length 288.999 Deck Width 43.999 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 6 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 44 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance N Min Measured Clearance N NBI Rating 29823 ODOT County 07 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 95ft.-112ft.-82ft. PL. GIR. W/44ft. CLR. F SHAPE SK 11 DEGREES 40ft.54.1in. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8968 Latitude 33:58:31.25 Longitude -96:20:23.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 3 - Bypass Historical Significance 5 Local Bridge ID 104 NBI Text 29823 Vault Link http://plansrv1/bridgemaintvault/b29823 GIS FO/SD FO H Inv. Method 33 Latitude DD 33.975347 Longitude DD -96.339908 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29274 x -10724509.5016308 y 4025492.21073109
29820	0710 0077 X	29820	—	U.S. 70 BYPASS	UNNAMED CREEK	-1	3 CELL 10ft.X6ft.X110ft. R.C.B. W/ 30DEG LF	2015	33.965169	-96.3598	30	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	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	4600	2022	5	Unmatched
Raw data OBJECTID 29271 BRKEY 29820 NBI No. 29820 On Under 1 Structure No. 0710 0077 X Control No. 010 Lane Ind. Milepoint 00770 Facility Carried U.S. 70 BYPASS Feature Intersected UNNAMED CREEK Division 02 County 013 Location .77 E OF S.H. 78 Sufficiency 100 Kind Hwy 2 Level Service 3 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.999 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 2015 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 7 Appr. Roadway Width 42.999 Span Type Main M Material 1 - Concrete Design 19 Length 30 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 99.98 HS Inv. Rating Method 3 HS Inv. Method 99.98 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0 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 29820 ODOT County 07 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 CELL 10ft.X6ft.X110ft. R.C.B. W/ 30DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 33:57:54.61 Longitude -96:21:35.28 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 BYPASS Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 3 - Bypass Historical Significance 5 Local Bridge ID 102 NBI Text 29820 Vault Link http://plansrv1/bridgemaintvault/b29820 GIS FO/SD Meets Standards H Inv. Method 99.98 Latitude DD 33.965169 Longitude DD -96.3598 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29271 x -10726723.8689417 y 4024126.0321607
29819	0720 2527 X	29819	—	S.H. 78	U.S. 70 BYPASS UNDER	-1	135ft.-135ft. TYPE J PCB W/82ft. CLR. - F SHAPE	2015	33.965053	-96.373	270	82.001	—	2	0	5	82.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 29270 BRKEY 29819 NBI No. 29819 On Under 1 Structure No. 0720 2527 X Control No. 020 Lane Ind. Milepoint 25270 Facility Carried S.H. 78 Feature Intersected U.S. 70 BYPASS UNDER Division 02 County 013 Location 2 S OF U.S. 70 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 82.001 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 2015 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 82.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 270 Deck Width 82.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 1910 Min Measured Clearance 1711 NBI Rating 29819 ODOT County 07 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 135ft.-135ft. TYPE J PCB W/82ft. CLR. - F SHAPE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8068 Latitude 33:57:54.19 Longitude -96:22:22.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 78 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 101 NBI Text 29819 Vault Link http://plansrv1/bridgemaintvault/b29819 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 33.965053 Longitude DD -96.373 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 29270 x -10728193.2862202 y 4024110.46258679
29818	0710 0300 X	29818	—	U.S. 70 BYPASS	HILLCREST DRIVE UNDER	-1	53ft.-100ft.-47ft. TYPE IV PCB W/44ft. CLR. F SHAPE	2015	33.986389	-96.339444	200	43.999	—	3	0	2	42.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.4	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	4600	2022	5	Unmatched
Raw data OBJECTID 29269 BRKEY 29818 NBI No. 29818 On Under 1 Structure No. 0710 0300 X Control No. 010 Lane Ind. Milepoint 03000 Facility Carried U.S. 70 BYPASS Feature Intersected HILLCREST DRIVE UNDER Division 02 County 013 Location 2.9 e of jct 78 Sufficiency 99.4 Kind Hwy 2 Level Service 3 Route No. 00070 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.999 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 2015 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 42.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 200 Deck Width 43.999 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 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 1805 Min Measured Clearance 1708 NBI Rating 29818 ODOT County 07 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 53ft.-100ft.-47ft. TYPE IV PCB W/44ft. CLR. F SHAPE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8826 Latitude 33:59:11 Longitude -96:20:22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 3 - Bypass Historical Significance 5 Local Bridge ID 105 NBI Text 29818 Vault Link http://plansrv1/bridgemaintvault/b29818 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 33.986389 Longitude DD -96.339444 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 29269 x -10724457.8493871 y 4026974.54777195