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
26444	5220 0632 X	26444	—	S.H. 15	LEGEND CREEK	5220 0632 X	3 -39ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS	2000	36.46367222	-97.17030833	121.719	41.535	—	3	0	2	39.35	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	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	750	2022	5	Unmatched
Raw data OBJECTID 26912 BRKEY 26444 NBI No. 26444 On Under 1 Structure No. 5220 0632 X Control No. 020 Lane Ind. Milepoint 06320 Facility Carried S.H. 15 Feature Intersected LEGEND CREEK Division 04 County 103 Location 6.5E OF JCT. U.S. 77 Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.35 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 2000 ADT Total 750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 39.35 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 121.719 Deck Width 41.535 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 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1200 Future ADT Year 2042 Bypass Detour 24 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26444 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 -39ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5220 0632 X H Index 97.4819 Latitude 36:27:49.22 Longitude -97:10:13.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 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 26444 Vault Link http://plansrv1/bridgemaintvault/b26444 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.46367222 Longitude DD -97.17030833 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26912 x -10816949.243521 y 4364610.95615008
26443	5220 1062 X	26443	—	S.H. 15	LONG BRANCH CREEK	5220 1062 X	3 -39ft. P.C. BEAM SPANS SK 60 DEG. RF W/ TR-3 TRAFFIC RAILS	2000	36.46371944	-97.09270833	121.719	41.535	—	3	30	2	39.367	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	Good (7)	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	810	2022	5	Unmatched
Raw data OBJECTID 26911 BRKEY 26443 NBI No. 26443 On Under 1 Structure No. 5220 1062 X Control No. 020 Lane Ind. Milepoint 10620 Facility Carried S.H. 15 Feature Intersected LONG BRANCH CREEK Division 04 County 103 Location 1.4 MI W OF JCT US 177 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.367 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 2000 ADT Total 810 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 39.367 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 121.719 Deck Width 41.535 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 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1296 Future ADT Year 2042 Bypass Detour 3.099992 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26443 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 -39ft. P.C. BEAM SPANS SK 60 DEG. RF W/ TR-3 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5220 1062 X H Index 98.1957 Latitude 36:27:49.39 Longitude -97:05:33.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 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 26443 Vault Link http://plansrv1/bridgemaintvault/b26443 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.46371944 Longitude DD -97.09270833 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26911 x -10808310.8510354 y 4364617.49219431
26253	2512 1244 X	26253	—	S.H. 19	CREEK	2512 1244 X	2-10ft.X8ft.X187ft. RCB	1937	34.79639444	-97.034875	21.001	91.864	—	2	0	2	91.864	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2200	2022	4	Unmatched
Raw data OBJECTID 26898 BRKEY 26253 NBI No. 26253 On Under 1 Structure No. 2512 1244 X Control No. 012 Lane Ind. Milepoint 12440 Facility Carried S.H. 19 Feature Intersected CREEK Division 03 County 049 Location 12.4 MI. E. JCT US 77 Sufficiency 89 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 2200 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 91.864 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 12 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 91.864 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3520 Future ADT Year 2042 Bypass Detour 61.515748 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 26253 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X8ft.X187ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2512 1244 X H Index 98.0476 Latitude 34:47:47.02 Longitude -97:02:05.55 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 19 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26253 Vault Link http://plansrv1/bridgemaintvault/b26253 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.79639444 Longitude DD -97.034875 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26898 x -10801872.8741889 y 4136246.27059572
26541	2714 1334 X	26541	—	S.H. 11	CREEK	2714 1334 X	100ft. P.C.BEAM SPAN X W/ 40ft. CL. RDY. & TR-3 RAILS SKEWED 30DEG LF	2001	36.81071667	-97.49111944	102.871	42.169	—	1	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	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	1300	2022	5	Unmatched
Raw data OBJECTID 26896 BRKEY 26541 NBI No. 26541 On Under 1 Structure No. 2714 1334 X Control No. 014 Lane Ind. Milepoint 13340 Facility Carried S.H. 11 Feature Intersected CREEK Division 04 County 053 Location 1.6 MI W OF KAY C\L Sufficiency 98.2 Kind Hwy 3 Level Service 1 Route No. 00011 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 06 - Minor Arterial (Rural) Year Built 2001 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 102.871 Deck Width 42.169 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 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 107 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 17.999955 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26541 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 100ft. P.C.BEAM SPAN X W/ 40ft. CL. RDY. & TR-3 RAILS SKEWED 30DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2714 1334 X H Index 97.1964 Latitude 36:48:38.58 Longitude -97:29:28.03 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 NBI Text 26541 Vault Link http://plansrv1/bridgemaintvault/b26541 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.81071667 Longitude DD -97.49111944 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26896 x -10852661.772927 y 4412755.87027762
26540	4059 0000WX	26540	—	U.S. 59 BYPASS	U.S. 59 /U.S. 271 UNDER	4059 0000WX	66ft. - 105ft. - 105ft. - 66ft. PC BEAM SK 42 DEG.	2001	35.03495	-94.64672778	346.401	52.2	—	4	42	3	49.199	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	5650	2022	5	Unmatched
Raw data OBJECTID 26895 BRKEY 26540 NBI No. 26540 On Under 1 Structure No. 4059 0000WX Control No. 059 Lane Ind. W Milepoint 00000 Facility Carried U.S. 59 BYPASS Feature Intersected U.S. 59 /U.S. 271 UNDER Division 02 County 079 Location JCT US-59/US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 49.199 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2001 ADT Total 5650 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 4 Road Width 49.199 Ref. Underclearance Rt. H Underclearance Right 27.999 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.402 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 346.401 Deck Width 52.2 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 N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1707 Max Measured Clearance 1801 Min Measured Clearance 1710 NBI Rating 26540 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 66ft. - 105ft. - 105ft. - 66ft. PC BEAM SK 42 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0000WX H Index 99.9109 Latitude 35:02:05.82 Longitude -94:38:48.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 59 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 196 NBI Text 26540 Vault Link http://plansrv1/bridgemaintvault/b26540 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.03495 Longitude DD -94.64672778 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26895 x -10536025.5417192 y 4168631.72436394
26539	4059 0000EX	26539	—	U.S. 59 BYPASS	U.S. 59 /U.S. 271 UNDER	4059 0000EX	66ft. - 105ft. - 105ft. - 66ft. PC BEAM SK 42 DEG.	2001	35.03516389	-94.64643889	346.4	52.2	—	4	42	3	49.199	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	5750	2022	5	Unmatched
Raw data OBJECTID 26894 BRKEY 26539 NBI No. 26539 On Under 1 Structure No. 4059 0000EX Control No. 059 Lane Ind. E Milepoint 00000 Facility Carried U.S. 59 BYPASS Feature Intersected U.S. 59 /U.S. 271 UNDER Division 02 County 079 Location JCT US-59/US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 49.199 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2001 ADT Total 5750 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 4 Road Width 49.199 Ref. Underclearance Rt. H Underclearance Right 28.999 Underclearance Left 6.499 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.402 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 346.4 Deck Width 52.2 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 N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1806 Min Measured Clearance 1803 NBI Rating 26539 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 66ft. - 105ft. - 105ft. - 66ft. PC BEAM SK 42 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0000EX H Index 99.805 Latitude 35:02:06.59 Longitude -94:38:47.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 59 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 195 NBI Text 26539 Vault Link http://plansrv1/bridgemaintvault/b26539 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.03516389 Longitude DD -94.64643889 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26894 x -10535993.3826315 y 4168660.8036244
26440	5567 0600 X	26440	—	U.S. 77	KELLEY AVE. UNDER	5567F0600 X	111.5ft.-111.5ft.-111.5ft.-98ft. PCB SPANS SK. 59 DEG.41ft.24.31ft. RF	2009	35.6096	-97.49638611	433.064	142.26	—	4	60	7	136.467	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	41600	2022	5	Unmatched
Raw data OBJECTID 26891 BRKEY 26440 NBI No. 26440 On Under 1 Structure No. 5567 0600 X Control No. 067 Lane Ind. Milepoint 06000 Facility Carried U.S. 77 Feature Intersected KELLEY AVE. UNDER Division 04 County 109 Location 5.9 MI N. US77 & I-44 JCT Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 76.827 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2009 ADT Total 41600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 4 Road Width 136.467 Ref. Underclearance Rt. H Underclearance Right 11.982 Underclearance Left 2.989 Deck Structure Type 1 No. Lanes 7 Fill RCB Appr. Roadway Width 136.467 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 433.064 Deck Width 142.26 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 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 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 41.447 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 66560 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1801 Min Measured Clearance 1701 NBI Rating 26440 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 111.5ft.-111.5ft.-111.5ft.-98ft. PCB SPANS SK. 59 DEG.41ft.24.31ft. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567F0600 X H Index 95.5702 Latitude 35:36:34.56 Longitude -97:29:46.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 77 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26440 Vault Link http://plansrv1/bridgemaintvault/b26440 GIS FO/SD Meets Standards H Inv. Method 27.007 Latitude DD 35.6096 Longitude DD -97.49638611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26891 x -10853248.0559496 y 4247035.05008309
26439	5567 0576WXR	26439	—	U.S. 77 RAMP	MEMORIAL RD. UNDER	5567F0590 X	(2)- 89ft. PCB SPANS SK. 27 DEG. RF	2009	35.608947	-97.497611	178.478	40.679	—	2	27	2	37.657	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)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	10000	2022	5	Unmatched
Raw data OBJECTID 26890 BRKEY 26439 NBI No. 26439 On Under 1 Structure No. 5567 0576WXR Control No. 067 Lane Ind. W Milepoint 05760 Facility Carried U.S. 77 RAMP Feature Intersected MEMORIAL RD. UNDER Division 04 County 109 Location 5.8 MI N I-44 & US77 JCT Sufficiency 97.9 Kind Hwy 2 Level Service 7 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.657 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2009 ADT Total 10000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 27 No. Main Spans 2 Road Width 37.657 Ref. Underclearance Rt. H Underclearance Right 7.598 Underclearance Left 2.1 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.657 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.478 Deck Width 40.679 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.869 HS Inv. Rating Method 1 HS Inv. Method 52.69 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1704 Min Measured Clearance 1608 NBI Rating 26439 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 (2)- 89ft. PCB SPANS SK. 27 DEG. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5567F0590 X H Index 97.576 Latitude 35:36:32.21 Longitude -97:29:51.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name U.S. 77 RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 26439 Vault Link http://plansrv1/bridgemaintvault/b26439 GIS FO/SD Meets Standards H Inv. Method 37.92 Latitude DD 35.608947 Longitude DD -97.497611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26890 x -10853384.4100807 y 4246945.63920553
26536	2650R0000 X	26536	—	S.H. 4	BRIDGE CREEK RD. UNDER	2650F0000 X	69ft.-77ft.-69ft. PCB SPAN	2001	35.31666667	-95.55972222	215	131.234	—	3	30	-1	-1	NO VALUE GIVEN	-1	M	_	@	100	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2005	5	Unmatched
Raw data OBJECTID 26874 BRKEY 26536 NBI No. 26536 On Under 1 Structure No. 2650R0000 X Control No. 050 Lane Ind. Milepoint 00000 Facility Carried S.H. 4 Feature Intersected BRIDGE CREEK RD. UNDER Division 07 County 051 Location _ Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00004 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 06 - Minor Arterial (Rural) Year Built 2001 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 30 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material NO VALUE GIVEN Design -1 Length 215 Deck Width 131.234 Bridge Open Closed @ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 2 HS Operating Rating -1 HS Inv. Rating Method 2 HS Inv. Method -1 H Operating Rating 2 H Inv. Rating Method 2 Future ADT -2 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26536 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 _ Lft. Curb SW 0 Rt. Curb SW 0 Description 69ft.-77ft.-69ft. PCB SPAN Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 2650F0000 X H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 4 Scour _ Design Structure NO VALUE GIVEN FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26536 Vault Link http://plansrv1/bridgemaintvault/b26536 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26874 x -10637659.6178771 y 4206998.58465707
26434	0604 1288EX	26434	—	U.S. 270 /U.S. 281	CREEK	0604 1288EX	72ft. P/S CONC. BEAM SPAN	2002	35.67660833	-98.3423	72.178	40	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2450	2022	5	Unmatched
Raw data OBJECTID 26867 BRKEY 26434 NBI No. 26434 On Under 1 Structure No. 0604 1288EX Control No. 004 Lane Ind. E Milepoint 12880 Facility Carried U.S. 270 /U.S. 281 Feature Intersected CREEK Division 05 County 011 Location 12.8 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2002 ADT Total 2450 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 72.178 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3920 Future ADT Year 2042 Bypass Detour 0.124274 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 26434 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 72ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 1288EX H Index 99.8973 Latitude 35:40:35.79 Longitude -98:20:32.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26434 Vault Link http://plansrv1/bridgemaintvault/b26434 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.67660833 Longitude DD -98.3423 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26867 x -10947414.7594393 y 4256213.93205597
26433	0604 1104EX	26433	—	U.S. 270 /U.S. 281	HORSE CREEK	0604 1104EX	62ft.-69ft.-62ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F.	2002	35.70026389	-98.35793611	193.002	40	—	3	45	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2450	2022	5	Unmatched
Raw data OBJECTID 26866 BRKEY 26433 NBI No. 26433 On Under 1 Structure No. 0604 1104EX Control No. 004 Lane Ind. E Milepoint 11040 Facility Carried U.S. 270 /U.S. 281 Feature Intersected HORSE CREEK Division 05 County 011 Location 11.0 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2002 ADT Total 2450 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 193.002 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3920 Future ADT Year 2042 Bypass Detour 0.124274 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 26433 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 62ft.-69ft.-62ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 1104EX H Index 99.8721 Latitude 35:42:00.95 Longitude -98:21:28.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26433 Vault Link http://plansrv1/bridgemaintvault/b26433 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.70026389 Longitude DD -98.35793611 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26866 x -10949155.3632425 y 4259456.13935032
26432	0604 1288WX	26432	—	U.S. 270 /U.S. 281	CREEK	0604 1288WX	72ft. P/S CONC. BEAM SPAN	2002	35.67643611	-98.34269167	72.178	40	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2400	2022	5	Unmatched
Raw data OBJECTID 26865 BRKEY 26432 NBI No. 26432 On Under 1 Structure No. 0604 1288WX Control No. 004 Lane Ind. W Milepoint 12880 Facility Carried U.S. 270 /U.S. 281 Feature Intersected CREEK Division 05 County 011 Location 12.8 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2002 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 72.178 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3840 Future ADT Year 2042 Bypass Detour 0.124274 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 26432 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 72ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 1288WX H Index 99.8844 Latitude 35:40:35.17 Longitude -98:20:33.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26432 Vault Link http://plansrv1/bridgemaintvault/b26432 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.67643611 Longitude DD -98.34269167 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26865 x -10947458.3599443 y 4256190.33128044
26431	0604 1104WX	26431	—	U.S. 270 /U.S. 281	HORSE CREEK	0604 1104WX	62ft.-69ft.-62ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F.	2002	35.69976944	-98.35813611	193.002	40	—	3	45	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2400	2022	5	Unmatched
Raw data OBJECTID 26864 BRKEY 26431 NBI No. 26431 On Under 1 Structure No. 0604 1104WX Control No. 004 Lane Ind. W Milepoint 11040 Facility Carried U.S. 270 /U.S. 281 Feature Intersected HORSE CREEK Division 05 County 011 Location 11 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2002 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 193.002 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 0.124274 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 26431 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 62ft.-69ft.-62ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 1104WX H Index 99.8023 Latitude 35:41:59.17 Longitude -98:21:29.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26431 Vault Link http://plansrv1/bridgemaintvault/b26431 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.69976944 Longitude DD -98.35813611 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26864 x -10949177.6271407 y 4259388.36068976
26241	7280 0620SX	26241	—	U.S. 64 / S.H. 51	MEMORIAL RD. UNDER	7280 0620SX	55ft. 2-83ft. 55ft. PCB SPAN	2002	36.10839444	-95.88681389	277.999	70	—	4	33	4	67.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	52100	2022	4	Unmatched
Raw data OBJECTID 26853 BRKEY 26241 NBI No. 26241 On Under 1 Structure No. 7280 0620SX Control No. 080 Lane Ind. S Milepoint 06200 Facility Carried U.S. 64 / S.H. 51 Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location .8SE JCT 1-44/SH51 Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2002 ADT Total 52100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 33 No. Main Spans 4 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 22.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 277.999 Deck Width 70 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.4 HS Inv. Rating Method 1 HS Inv. Method 39.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 83360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1806 Min Measured Clearance 1708 NBI Rating 26241 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft. 2-83ft. 55ft. PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0620SX H Index 98.1324 Latitude 36:06:30.22 Longitude -95:53:12.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 / S.H. 51(B.A.EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26241 Vault Link http://plansrv1/bridgemaintvault/b26241 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 36.10839444 Longitude DD -95.88681389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26853 x -10674071.2960242 y 4315546.54842761
26240	7280 0620NX	26240	—	U.S. 64 / S.H. 51	MEMORIAL RD. UNDER	7280 0620NX	55ft. 2-83ft. 55ft. PCB SPAN	2002	36.10869444	-95.88681389	277.999	86.001	—	4	33	4	82.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	52850	2022	4	Unmatched
Raw data OBJECTID 26852 BRKEY 26240 NBI No. 26240 On Under 1 Structure No. 7280 0620NX Control No. 080 Lane Ind. N Milepoint 06200 Facility Carried U.S. 64 / S.H. 51 Feature Intersected MEMORIAL RD. UNDER Division 08 County 143 Location .8SE JCT I-44/SH51 Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 83.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2002 ADT Total 52850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 33 No. Main Spans 4 Road Width 82.999 Ref. Underclearance Rt. H Underclearance Right 22.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 277.999 Deck Width 86.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.4 HS Inv. Rating Method 1 HS Inv. Method 39.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 84560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1706 Min Measured Clearance 1611 NBI Rating 26240 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft. 2-83ft. 55ft. PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0620NX H Index 98.8714 Latitude 36:06:31.3 Longitude -95:53:12.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 / S.H. 51(B.A.EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26240 Vault Link http://plansrv1/bridgemaintvault/b26240 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 36.10869444 Longitude DD -95.88681389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26852 x -10674071.2960242 y 4315587.88493486
26530	5515 0255 X	26530	—	SE 51ST ST.	I-35 UNDER	5515 0255 X	2 - 84ft. PRESTRESSED CONC. BEAM SPANS	1998	35.414158	-97.491075	167.802	72.398	—	2	18	4	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	A	1000	2022	5	Unmatched
Raw data OBJECTID 26851 BRKEY 26530 NBI No. 26530 On Under 1 Structure No. 5515 0255 X Control No. Lane Ind. Milepoint Facility Carried SE 51ST ST. Feature Intersected I-35 UNDER Division 04 County 109 Location 1.5 MI N JCT I-240 Sufficiency 84.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 69.649 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1998 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 10.299 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 167.802 Deck Width 72.398 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 90 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 30 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1707 Min Measured Clearance 1609 NBI Rating 26530 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 10 Rt. Curb SW 10 Description 2 - 84ft. PRESTRESSED CONC. BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0255 X H Index 98.1042 Latitude 35:24:50.97 Longitude -97:29:27.87 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name S.E. 51ST ST. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26530 Vault Link http://plansrv1/bridgemaintvault/b26530 GIS FO/SD FO H Inv. Method 34 Latitude DD 35.414158 Longitude DD -97.491075 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 26851 x -10852656.8258888 y 4220306.97140701
26330	4724 0241SX	26330	—	U.S. 412	MAIN CREEK	4724 0241SX	3-105 FT IBEAM SPANS (WEATH STL)	2003	36.420089	-98.917272	315	40	—	3	0	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1250	2022	5	Unmatched
Raw data OBJECTID 26835 BRKEY 26330 NBI No. 26330 On Under 1 Structure No. 4724 0241SX Control No. 024 Lane Ind. S Milepoint 02410 Facility Carried U.S. 412 Feature Intersected MAIN CREEK Division 06 County 093 Location 1.6 MI W JTN US 281 Sufficiency 92.1 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 2003 ADT Total 1250 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 44 Span Type Main M Material 3 - Steel Design 02 Length 315 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. 3 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26330 ODOT County 47 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 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-105 FT IBEAM SPANS (WEATH STL) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4724 0241SX H Index 97.1724 Latitude 36:25:12.32 Longitude -98:55:02.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 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 26330 Vault Link http://plansrv1/bridgemaintvault/b26330 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.420089 Longitude DD -98.917272 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26835 x -11011420.3496997 y 4358579.99974856
26329	4724 0241NX	26329	—	U.S. 412	MAIN CREEK	4724 0241NX	3-105 FT STL BEAM SPANS	2003	36.420533	-98.917108	315	38	—	3	0	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.1	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1200	2022	5	Unmatched
Raw data OBJECTID 26834 BRKEY 26329 NBI No. 26329 On Under 1 Structure No. 4724 0241NX Control No. 024 Lane Ind. N Milepoint 02410 Facility Carried U.S. 412 Feature Intersected MAIN CREEK Division 06 County 093 Location 1.6 MI W JTN US 281 Sufficiency 97.1 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 2003 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 36 Span Type Main M Material 3 - Steel Design 02 Length 315 Deck Width 38 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 26329 ODOT County 47 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 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-105 FT STL BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4724 0241NX H Index 96.721 Latitude 36:25:13.92 Longitude -98:55:01.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 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 26329 Vault Link http://plansrv1/bridgemaintvault/b26329 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.420533 Longitude DD -98.917108 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26834 x -11011402.0933032 y 4358641.42248317
26237	0912 0205WX	26237	—	U.S. 81 SB	N. CANADIAN RIVER	0912 0205WX	6-100ft. P.C. BM. SPANS X 38ft. CLR.RDY W/ TR-3 RAIL(PARALLEL STR.)	2000	35.56188333	-97.95715	602.165	41.001	—	6	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	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	2550	2022	5	Unmatched
Raw data OBJECTID 26831 BRKEY 26237 NBI No. 26237 On Under 1 Structure No. 0912 0205WX Control No. 012 Lane Ind. W Milepoint 02050 Facility Carried U.S. 81 SB Feature Intersected N. CANADIAN RIVER Division 04 County 017 Location 2.2 N. JCT. S.H.66 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2000 ADT Total 2550 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 602.165 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. 3 Deck Rating 7 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 1 HS Operating Rating 76 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26237 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 6-100ft. P.C. BM. SPANS X 38ft. CLR.RDY W/ TR-3 RAIL(PARALLEL STR.) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0912 0205WX H Index 96.9082 Latitude 35:33:42.78 Longitude -97:57:25.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 SB 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 26237 Vault Link http://plansrv1/bridgemaintvault/b26237 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.56188333 Longitude DD -97.95715 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26831 x -10904540.0575603 y 4240503.44915302
26523	6737 0596 X	26523	—	S.H. 99	I-40 UNDER	6737 0596 X	1- 48ft. X 2-92ft. X 1-38ft. P.C. BM. SPANS W/ A 86.5ft. CLR. RDWY.	2002	35.383325	-96.671322	270	72.84	—	4	0	4	70.84	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	A	7300	2022	5	Unmatched
Raw data OBJECTID 26826 BRKEY 26523 NBI No. 26523 On Under 1 Structure No. 6737 0596 X Control No. Lane Ind. Milepoint Facility Carried S.H. 99 Feature Intersected I-40 UNDER Division 03 County 133 Location I-40 & S.H. 99 JCT. Sufficiency 80.9 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 70.84 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 7300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 70.84 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70.84 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 270 Deck Width 72.84 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 52 HS Inv. Rating Method 3 HS Inv. Method 40.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11680 Future ADT Year 2042 Bypass Detour 39.800002 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 26523 ODOT County 67 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1- 48ft. X 2-92ft. X 1-38ft. P.C. BM. SPANS W/ A 86.5ft. CLR. RDWY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 0596 X H Index 95.3202 Latitude 35:22:59.97 Longitude -96:40:16.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 99 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26523 Vault Link http://plansrv1/bridgemaintvault/b26523 GIS FO/SD FO H Inv. Method 40 Latitude DD 35.383325 Longitude DD -96.671322 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26826 x -10761402.3393526 y 4216096.26925066
26233	7280 0840SX	26233	—	S.H. 51	GARNETT RD. UNDER	7280 0840SX	2-101ft.PCB SPANS	2001	36.09533889	-95.85126944	203.999	82.5	—	2	23	5	79.501	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	45850	2022	4	Unmatched
Raw data OBJECTID 26809 BRKEY 26233 NBI No. 26233 On Under 1 Structure No. 7280 0840SX Control No. 080 Lane Ind. S Milepoint 08400 Facility Carried S.H. 51 Feature Intersected GARNETT RD. UNDER Division 08 County 143 Location 0.5 MI E US-169 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 79.501 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 45850 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 2 Road Width 79.501 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 5 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 203.999 Deck Width 82.5 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 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 91.9 HS Inv. Rating Method 1 HS Inv. Method 55 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1711 Min Measured Clearance 1701 NBI Rating 26233 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-101ft.PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0840SX H Index 97.1629 Latitude 36:05:43.22 Longitude -95:51:04.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26233 Vault Link http://plansrv1/bridgemaintvault/b26233 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 36.09533889 Longitude DD -95.85126944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26809 x -10670114.5059497 y 4313747.79853916
26232	7280 0840NX	26232	—	S.H. 51	GARNETT RD. UNDER	7280 0840NX	2-101ft.PCB SPANS	2001	36.09566667	-95.85126944	203.999	94.98	—	2	23	6	88.583	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	46500	2022	4	Unmatched
Raw data OBJECTID 26808 BRKEY 26232 NBI No. 26232 On Under 1 Structure No. 7280 0840NX Control No. 080 Lane Ind. N Milepoint 08400 Facility Carried S.H. 51 Feature Intersected GARNETT RD. UNDER Division 08 County 143 Location 0.5 MI E US - 169 Sufficiency 98.6 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 88.583 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 46500 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 2 Road Width 88.583 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 5 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 88.583 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 203.999 Deck Width 94.98 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 N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 91.9 HS Inv. Rating Method 1 HS Inv. Method 55 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 74400 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1710 Min Measured Clearance 1701 NBI Rating 26232 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-101ft.PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0840NX H Index 95.6754 Latitude 36:05:44.4 Longitude -95:51:04.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26232 Vault Link http://plansrv1/bridgemaintvault/b26232 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 36.09566667 Longitude DD -95.85126944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26808 x -10670114.5059497 y 4313792.95531052
26416	3625 2163WX	26416	—	I-35	CHIKASKIA RIVER	3625 2163WX	40.1M-(3-40M)-40.1M BULB TEE SPANS W/ 11.4M CLR.RDY. & SLOPED FACE PARAPET	2003	36.90665278	-97.35332778	656	40	—	5	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7500	2022	5	Unmatched
Raw data OBJECTID 26795 BRKEY 26416 NBI No. 26416 On Under 1 Structure No. 3625 2163WX Control No. 025 Lane Ind. W Milepoint 21630 Facility Carried I-35 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 6.7 MI N JCT SH-11 Sufficiency 80.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2003 ADT Total 7500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 656 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 5 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26416 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40.1M-(3-40M)-40.1M BULB TEE SPANS W/ 11.4M CLR.RDY. & SLOPED FACE PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 2163WX H Index 99.6427 Latitude 36:54:23.95 Longitude -97:21:11.98 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26416 Vault Link http://plansrv1/bridgemaintvault/b26416 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 36.90665278 Longitude DD -97.35332778 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26795 x -10837322.8755003 y 4426103.36338579
26415	3625 2163EX	26415	—	I-35	CHIKASKIA RIVER	3625 2163EX	40.1M-(3-40M)-40.1M BULB TEE SPANS W/ 11.4M CLR.RDY. & SLOPED FACE PARAPET	2003	36.90660556	-97.35296389	656.001	40	—	5	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.9	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7600	2022	5	Unmatched
Raw data OBJECTID 26794 BRKEY 26415 NBI No. 26415 On Under 1 Structure No. 3625 2163EX Control No. 025 Lane Ind. E Milepoint 21630 Facility Carried I-35 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 6.7 MI N JCT SH-11 Sufficiency 81.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2003 ADT Total 7600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 656.001 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 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26415 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40.1M-(3-40M)-40.1M BULB TEE SPANS W/ 11.4M CLR.RDY. & SLOPED FACE PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3625 2163EX H Index 99.3504 Latitude 36:54:23.78 Longitude -97:21:10.67 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26415 Vault Link http://plansrv1/bridgemaintvault/b26415 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 36.90660556 Longitude DD -97.35296389 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26794 x -10837282.3674507 y 4426096.78959072
26222	6020 0592 X	26222	—	S.H. 51	LITTLE STILLWATER CREEK	6020 0592 X	45ft.-75ft.-45ft. PCB SPAN	2000	36.11650278	-96.94523333	166.001	83.661	—	3	0	5	80	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	7500	2022	5	Unmatched
Raw data OBJECTID 26780 BRKEY 26222 NBI No. 26222 On Under 1 Structure No. 6020 0592 X Control No. 020 Lane Ind. Milepoint 05920 Facility Carried S.H. 51 Feature Intersected LITTLE STILLWATER CREEK Division 04 County 119 Location 5.9E JCT U.S. 177 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00051 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 06 - Minor Arterial (Rural) Year Built 2000 ADT Total 7500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 80 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.001 Deck Width 83.661 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.2 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12000 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 _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26222 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-75ft.-45ft. PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6020 0592 X H Index 97.8154 Latitude 36:06:59.41 Longitude -96:56:42.84 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 26222 Vault Link http://plansrv1/bridgemaintvault/b26222 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.11650278 Longitude DD -96.94523333 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26780 x -10791894.0091307 y 4316663.83881691
26221	5567 0145EX	26221	—	U.S. 77 NB	NW 78TH ST.(WILSHIRE UND	5567 0145EX	80ft.-100ft.-80ft. PCB SPA	2003	35.5509	-97.513628	262.461	76.198	—	3	0	4	72.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	48600	2022	5	Unmatched
Raw data OBJECTID 26761 BRKEY 26221 NBI No. 26221 On Under 1 Structure No. 5567 0145EX Control No. 067 Lane Ind. E Milepoint 01450 Facility Carried U.S. 77 NB Feature Intersected NW 78TH ST.(WILSHIRE UND Division 04 County 109 Location 1.5N OF I-44 Sufficiency 97.6 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2003 ADT Total 48600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 72.999 Ref. Underclearance Rt. H Underclearance Right 9.501 Underclearance Left 21.299 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 262.461 Deck Width 76.198 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 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 77760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1810 Min Measured Clearance 1707 NBI Rating 26221 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 80ft.-100ft.-80ft. PCB SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567 0145EX H Index 98.2748 Latitude 35:33:03.24 Longitude -97:30:49.06 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 77 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26221 Vault Link http://plansrv1/bridgemaintvault/b26221 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.5509 Longitude DD -97.513628 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26761 x -10855167.4143647 y 4239000.56875444
26220	5567 0145WX	26220	—	U.S. 77 SB	NW 78TH ST. UNDER	5567 0145WX	80ft.-100ft.-80ft. PCB SPA	2003	35.5509	-97.514133	262.461	76.198	—	3	0	3	72.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	48100	2022	5	Unmatched
Raw data OBJECTID 26760 BRKEY 26220 NBI No. 26220 On Under 1 Structure No. 5567 0145WX Control No. 067 Lane Ind. W Milepoint 01450 Facility Carried U.S. 77 SB Feature Intersected NW 78TH ST. UNDER Division 04 County 109 Location 1.5N OF I-44 Sufficiency 97.6 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2003 ADT Total 48100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 72.999 Ref. Underclearance Rt. H Underclearance Right 9.301 Underclearance Left 9.902 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 72.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 262.461 Deck Width 76.198 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 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 76960 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 -1 Max Measured Clearance 1801 Min Measured Clearance 1701 NBI Rating 26220 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 80ft.-100ft.-80ft. PCB SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5567 0145WX H Index 97.272 Latitude 35:33:03.24 Longitude -97:30:50.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 77 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26220 Vault Link http://plansrv1/bridgemaintvault/b26220 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.5509 Longitude DD -97.514133 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26760 x -10855223.6307075 y 4239000.56875444
26502	5824 1362 X	26502	—	S.H. 10	TAR CREEK	5824 1362 X	40ft.-45ft.-45ft.-45ft.-40ft.SLAB SPAN W/ 66ft. CLR RDY.	2001	36.87115278	-94.86058056	218.701	83.99	—	5	0	4	65.617	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	11700	2022	5	Unmatched
Raw data OBJECTID 26751 BRKEY 26502 NBI No. 26502 On Under 1 Structure No. 5824 1362 X Control No. 024 Lane Ind. Milepoint 13620 Facility Carried S.H. 10 Feature Intersected TAR CREEK Division 08 County 115 Location .9E U.S. 69 Sufficiency 84.8 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 66.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2001 ADT Total 11700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 65.617 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 65.617 Span Type Main M Material 1 - Concrete Design 01 Length 218.701 Deck Width 83.99 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88.5 HS Inv. Rating Method 1 HS Inv. Method 53.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18720 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26502 ODOT County 58 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 7.001 Rt. Curb SW 7.001 Description 40ft.-45ft.-45ft.-45ft.-40ft.SLAB SPAN W/ 66ft. CLR RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5824 1362 X H Index 97.8429 Latitude 36:52:16.15 Longitude -94:51:38.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 10 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26502 Vault Link http://plansrv1/bridgemaintvault/b26502 GIS FO/SD Meets Standards H Inv. Method 40.7 Latitude DD 36.87115278 Longitude DD -94.86058056 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26751 x -10559831.5242935 y 4421162.33132874
26401	0513 0142EX	26401	—	S.H. 6	SADLER CREEK	0513 0142EX	52ft.-50ft.-52ft. P/S BEAM SPANS, SK. 45 DEG. R.F.	2000	35.23999167	-99.39939444	154.003	40	—	3	45	2	36.089	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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)	B	950	2022	4	Unmatched
Raw data OBJECTID 26744 BRKEY 26401 NBI No. 26401 On Under 1 Structure No. 0513 0142EX Control No. 013 Lane Ind. E Milepoint 01420 Facility Carried S.H. 6 Feature Intersected SADLER CREEK Division 05 County 009 Location 1.7 N JCT S.H. 55 W Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 36.089 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 2000 ADT Total 950 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 36.089 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.089 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 154.003 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1520 Future ADT Year 2042 Bypass Detour 0.12 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26401 ODOT County 05 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 52ft.-50ft.-52ft. P/S BEAM SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0513 0142EX H Index 97.9225 Latitude 35:14:23.97 Longitude -99:23:57.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26401 Vault Link http://plansrv1/bridgemaintvault/b26401 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.23999167 Longitude DD -99.39939444 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26744 x -11065089.9742205 y 4196543.06983744
26304	5515R0431 X	26304	—	SE 25TH ST.	I-35 UNDER	5515R0431 X	34ft.-62ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-3ft. SIDEWALKS	2000	35.31666667	-95.55972222	0	59.8	—	2	0	-1	49.213	NO VALUE GIVEN	-1	M	_	Open, no restriction (A)	77.2	Poor (4)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	4000	1999	5	Unmatched
Raw data OBJECTID 26719 BRKEY 26304 NBI No. 26304 On Under 1 Structure No. 5515R0431 X Control No. Lane Ind. Milepoint Facility Carried SE 25TH ST. Feature Intersected I-35 UNDER Division 04 County 109 Location _ Sufficiency 77.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 59.055 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2000 ADT Total 4000 ADT Year 1999 Design Load Other or Unknown Skew 0 No. Main Spans 2 Road Width 49.213 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left 17.999 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width 49.213 Span Type Main M Material NO VALUE GIVEN Design -1 Length 0 Deck Width 59.8 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 4 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 1 HS Operating Rating 24.802 HS Inv. Rating Method 1 HS Inv. Method 19.842 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2019 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26304 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 34ft.-62ft.-55ft.-30ft. CONC. SLABSPANS WITH 2-3ft. SIDEWALKS Route Flag Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 5515R0431 X H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name SE 25TH ST. Scour _ Design Structure NO VALUE GIVEN FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26304 Vault Link http://plansrv1/bridgemaintvault/b26304 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 26719 x -10637659.6178771 y 4206998.58465707
26581	2650 0100 X	26581	—	S.H. 4	EW123 (BR/ CREEK RD.)UND	2650 0100 X	69ft.-77ft.-69ft. PC BEAM	2001	35.232525	-97.72492222	220	45	—	3	30	2	45	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.1	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4200	2022	5	Unmatched
Raw data OBJECTID 26713 BRKEY 26581 NBI No. 26581 On Under 1 Structure No. 2650 0100 X Control No. 050 Lane Ind. Milepoint 01000 Facility Carried S.H. 4 Feature Intersected EW123 (BR/ CREEK RD.)UND Division 07 County 051 Location 5E 4S JCT SH-37/SH-92 Sufficiency 94.1 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 45 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 2001 ADT Total 4200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 45 Ref. Underclearance Rt. H Underclearance Right 22.999 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220 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 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 3.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1800 Max Measured Clearance 2207 Min Measured Clearance 1805 NBI Rating 26581 ODOT County 26 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 69ft.-77ft.-69ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2650 0100 X H Index 98.8732 Latitude 35:13:57.09 Longitude -97:43:29.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 4 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 90-26 NBI Text 26581 Vault Link http://plansrv1/bridgemaintvault/b26581 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.232525 Longitude DD -97.72492222 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26713 x -10878688.5793427 y 4195525.43234422
26579	0604 0716WX	26579	—	U.S. 270	CREEK	0604 0716WX	3-64ft. P/S CONC. BEAM SPANS	2002	35.74294167	-98.393575	197.001	41.499	—	3	0	2	38.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2400	2022	5	Unmatched
Raw data OBJECTID 26711 BRKEY 26579 NBI No. 26579 On Under 1 Structure No. 0604 0716WX Control No. 004 Lane Ind. W Milepoint 07160 Facility Carried U.S. 270 Feature Intersected CREEK Division 05 County 011 Location 7.2 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.999 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 2002 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38.999 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 197.001 Deck Width 41.499 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 0.1 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 26579 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-64ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 0716WX H Index 99.9312 Latitude 35:44:34.59 Longitude -98:23:36.87 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26579 Vault Link http://plansrv1/bridgemaintvault/b26579 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.74294167 Longitude DD -98.393575 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26711 x -10953122.6663298 y 4265307.94725635
26578	0604 0757WX	26578	—	U.S. 270	CREEK	0604 0757WX	3-54ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F.	2002	35.73685833	-98.39356389	162.999	41.503	—	3	45	2	39.003	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 26710 BRKEY 26578 NBI No. 26578 On Under 1 Structure No. 0604 0757WX Control No. 004 Lane Ind. W Milepoint 07570 Facility Carried U.S. 270 Feature Intersected CREEK Division 05 County 011 Location 7.6 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.003 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 2002 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 39.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.999 Deck Width 41.503 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 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 116 HS Inv. Rating Method 1 HS Inv. Method 69 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 0.1 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 26578 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-54ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 0757WX H Index 99.2136 Latitude 35:44:12.69 Longitude -98:23:36.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26578 Vault Link http://plansrv1/bridgemaintvault/b26578 GIS FO/SD Meets Standards H Inv. Method 54 Latitude DD 35.73685833 Longitude DD -98.39356389 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26710 x -10953121.4295702 y 4264473.63219599
26577	0604 0998WX	26577	—	U.S. 270 /U.S. 281	CREEK	0604 0998WX	66ft. P/S CONC. BEAM SPAN	2002	35.71363333	-98.36733889	66.273	41.503	—	1	0	2	39.003	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	2400	2022	5	Unmatched
Raw data OBJECTID 26709 BRKEY 26577 NBI No. 26577 On Under 1 Structure No. 0604 0998WX Control No. 004 Lane Ind. W Milepoint 09980 Facility Carried U.S. 270 /U.S. 281 Feature Intersected CREEK Division 05 County 011 Location 9.9 MI S/E JCT S.H. 33 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.003 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 2002 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 39.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 66.273 Deck Width 41.503 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 0.1 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 26577 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 66ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0604 0998WX H Index 99.8648 Latitude 35:42:49.08 Longitude -98:22:02.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 26577 Vault Link http://plansrv1/bridgemaintvault/b26577 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.71363333 Longitude DD -98.36733889 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26709 x -10950202.0759242 y 4261288.96679973
26394	4059 0310WX	26394	—	U.S. 59 BYPASS	WITTEVILLE ROAD UNDER	4059 0310WX	(3) 59ft. PC BEAM SK 28 DEG.	2000	35.07678611	-94.64236667	178.999	40.4	—	3	28	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	5650	2022	5	Unmatched
Raw data OBJECTID 26702 BRKEY 26394 NBI No. 26394 On Under 1 Structure No. 4059 0310WX Control No. 059 Lane Ind. W Milepoint 03100 Facility Carried U.S. 59 BYPASS Feature Intersected WITTEVILLE ROAD UNDER Division 02 County 079 Location 3.10 N JCT US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 5650 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 3 Road Width 37.402 Ref. Underclearance Rt. H Underclearance Right 11.201 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.999 Deck Width 40.4 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 N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97 HS Inv. Rating Method 1 HS Inv. Method 58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2000 Min Measured Clearance 2000 NBI Rating 26394 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 59ft. PC BEAM SK 28 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0310WX H Index 100 Latitude 35:04:36.43 Longitude -94:38:32.52 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 201 NBI Text 26394 Vault Link http://plansrv1/bridgemaintvault/b26394 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.07678611 Longitude DD -94.64236667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26702 x -10535540.0651747 y 4174320.97194461
26393	4059 0310EX	26393	—	U.S. 59 BYPASS	WITTEVILLE ROAD UNDER	4059 0310EX	(3) 59ft. PC BEAM SK 28 DEG.	2000	35.0769	-94.64211944	178.999	40.4	—	3	28	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	5750	2022	5	Unmatched
Raw data OBJECTID 26701 BRKEY 26393 NBI No. 26393 On Under 1 Structure No. 4059 0310EX Control No. 059 Lane Ind. E Milepoint 03100 Facility Carried U.S. 59 BYPASS Feature Intersected WITTEVILLE ROAD UNDER Division 02 County 079 Location 3.10 N JCT US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 5750 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 3 Road Width 37.402 Ref. Underclearance Rt. H Underclearance Right 11.201 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.999 Deck Width 40.4 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 N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97 HS Inv. Rating Method 1 HS Inv. Method 58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1703 Min Measured Clearance 1703 NBI Rating 26393 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 59ft. PC BEAM SK 28 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0310EX H Index 99.9154 Latitude 35:04:36.84 Longitude -94:38:31.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 BYPASS Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 200 NBI Text 26393 Vault Link http://plansrv1/bridgemaintvault/b26393 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.0769 Longitude DD -94.64211944 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26701 x -10535512.543657 y 4174336.46370282
26392	4059 0080WX	26392	—	U.S. 59 BYPASS	MCMURTREY CREEK	4059 0080WX	(3) 67ft. PC BEAM SK 20 DEG.	2000	35.04155278	-94.64556667	202.999	42.402	—	3	20	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	5650	2022	5	Unmatched
Raw data OBJECTID 26700 BRKEY 26392 NBI No. 26392 On Under 1 Structure No. 4059 0080WX Control No. 059 Lane Ind. W Milepoint 00800 Facility Carried U.S. 59 BYPASS Feature Intersected MCMURTREY CREEK Division 02 County 079 Location 0.80 N JCT US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.4 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 2000 ADT Total 5650 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 39.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.402 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.999 Deck Width 42.402 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 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93 HS Inv. Rating Method 1 HS Inv. Method 53 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26392 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 67ft. PC BEAM SK 20 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0080WX H Index 99.9917 Latitude 35:02:29.59 Longitude -94:38:44.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 198 NBI Text 26392 Vault Link http://plansrv1/bridgemaintvault/b26392 GIS FO/SD Meets Standards H Inv. Method 41 Latitude DD 35.04155278 Longitude DD -94.64556667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26700 x -10535896.2875452 y 4169529.43564358
26391	4059 0080EX	26391	—	U.S. 59 BYPASS	MCMURTREY CREEK	4059 0080EX	(3) 67ft. PC BEAM SK 20 DEG.	2000	35.04140278	-94.64535833	202.999	42.402	—	3	20	2	39.4	5 - Prestressed Concrete	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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	5750	2022	5	Unmatched
Raw data OBJECTID 26699 BRKEY 26391 NBI No. 26391 On Under 1 Structure No. 4059 0080EX Control No. 059 Lane Ind. E Milepoint 00800 Facility Carried U.S. 59 BYPASS Feature Intersected MCMURTREY CREEK Division 02 County 079 Location 0.80 N JCT US-271 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.4 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 2000 ADT Total 5750 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 39.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.402 Span Type Main M Material 5 - Prestressed Concrete Design 03 Length 202.999 Deck Width 42.402 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 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93 HS Inv. Rating Method 1 HS Inv. Method 53 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26391 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 2 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 67ft. PC BEAM SK 20 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0080EX H Index 99.9917 Latitude 35:02:29.05 Longitude -94:38:43.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 197 NBI Text 26391 Vault Link http://plansrv1/bridgemaintvault/b26391 GIS FO/SD Meets Standards H Inv. Method 41 Latitude DD 35.04140278 Longitude DD -94.64535833 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26699 x -10535873.0952425 y 4169509.04089936
26390	3204 0952 X	26390	—	U.S. 75	CREEK	3204 0952 X	3-12ft.X7ft.X60ft. RC BOX	2000	35.10375	-96.24771389	60	40	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1600	2022	4	Unmatched
Raw data OBJECTID 26698 BRKEY 26390 NBI No. 26390 On Under 1 Structure No. 3204 0952 X Control No. 004 Lane Ind. Milepoint 09520 Facility Carried U.S. 75 Feature Intersected CREEK Division 03 County 063 Location 1.2MI. N. JCT US 270 Sufficiency 99.1 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2000 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 60 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 72.2 HS Inv. Rating Method 1 HS Inv. Method 43.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 7.456454 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 26390 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X7ft.X60ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 0952 X H Index 100 Latitude 35:06:13.5 Longitude -96:14:51.77 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26390 Vault Link http://plansrv1/bridgemaintvault/b26390 GIS FO/SD Meets Standards H Inv. Method 27.7 Latitude DD 35.10375 Longitude DD -96.24771389 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26698 x -10714246.5002515 y 4177989.3082684
26296	5515 0671SX	26296	—	I-35 NB/ I-40 EB	FAU 9421 (EASTERN) UNDER	5515 0671SX	46.25ft.-98ft.-46.25ft. PC BEAM SPANS	2000	35.462778	-97.477086	192.5	86.001	—	3	7	5	83.009	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	60350	2022	5	Unmatched
Raw data OBJECTID 26694 BRKEY 26296 NBI No. 26296 On Under 1 Structure No. 5515 0671SX Control No. 015 Lane Ind. S Milepoint 06710 Facility Carried I-35 NB/ I-40 EB Feature Intersected FAU 9421 (EASTERN) UNDER Division 04 County 109 Location EASTERN AVENUE Sufficiency 95.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 83.009 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 2000 ADT Total 60350 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 83.009 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 83.009 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 192.5 Deck Width 86.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 96560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1710 Min Measured Clearance 1703 NBI Rating 26296 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 46.25ft.-98ft.-46.25ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0671SX H Index 96.4461 Latitude 35:27:46 Longitude -97:28:37.51 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-35 NB, I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26296 Vault Link http://plansrv1/bridgemaintvault/b26296 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.462778 Longitude DD -97.477086 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26694 x -10851099.5775321 y 4226950.02648527
26295	5515 0303WX	26295	—	I-35 SB	FAU 9400 (SE 44TH ST)UND	5515 0303WX	4-62ft. CONT. I-BEAM SPANS X 55.5ft. CLY RDWY W/ SLOPED FACE RAILS	2000	35.420642	-97.488508	246.499	58.501	—	4	23	3	55.499	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.6	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	59950	2022	5	Unmatched
Raw data OBJECTID 26693 BRKEY 26295 NBI No. 26295 On Under 1 Structure No. 5515 0303WX Control No. 015 Lane Ind. W Milepoint 03030 Facility Carried I-35 SB Feature Intersected FAU 9400 (SE 44TH ST)UND Division 04 County 109 Location 2N JCT I-35/I-240 Sufficiency 93.6 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.499 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 2000 ADT Total 59950 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 4 Road Width 55.499 Ref. Underclearance Rt. H Underclearance Right 10.4 Underclearance Left 5.997 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 246.499 Deck Width 58.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.9 HS Inv. Rating Method 1 HS Inv. Method 29.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 95920 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 1603 Max Measured Clearance 1706 Min Measured Clearance 1607 NBI Rating 26295 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 4-62ft. CONT. I-BEAM SPANS X 55.5ft. CLY RDWY W/ SLOPED FACE RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0303WX H Index 93.4689 Latitude 35:25:14.31 Longitude -97:29:18.63 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26295 Vault Link http://plansrv1/bridgemaintvault/b26295 GIS FO/SD Meets Standards H Inv. Method 16.6 Latitude DD 35.420642 Longitude DD -97.488508 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26693 x -10852371.068756 y 4221192.662494
26294	5515 0303EX	26294	—	I-35 NB	FAU 9400 (SE 44TH ST)UND	5515 0303EX	4-62ft. CONT. I-BEAM SPANS X 55.5ft. CLY RDWY W/ SLOPED FACE RAILS	2000	35.420639	-97.488117	246.499	58.501	—	4	23	3	55.499	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.6	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	59600	2022	5	Unmatched
Raw data OBJECTID 26692 BRKEY 26294 NBI No. 26294 On Under 1 Structure No. 5515 0303EX Control No. 015 Lane Ind. E Milepoint 03030 Facility Carried I-35 NB Feature Intersected FAU 9400 (SE 44TH ST)UND Division 04 County 109 Location 2N JCT I-35/I-240 Sufficiency 93.6 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55.499 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 2000 ADT Total 59600 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 4 Road Width 55.499 Ref. Underclearance Rt. H Underclearance Right 10.4 Underclearance Left 5.997 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 246.499 Deck Width 58.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.9 HS Inv. Rating Method 1 HS Inv. Method 29.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 95360 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 1603 Max Measured Clearance 1803 Min Measured Clearance 1704 NBI Rating 26294 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 4-62ft. CONT. I-BEAM SPANS X 55.5ft. CLY RDWY W/ SLOPED FACE RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0303EX H Index 93.6918 Latitude 35:25:14.3 Longitude -97:29:17.22 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 NBI Text 26294 Vault Link http://plansrv1/bridgemaintvault/b26294 GIS FO/SD Meets Standards H Inv. Method 16.6 Latitude DD 35.420639 Longitude DD -97.488117 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26692 x -10852327.5428351 y 4221192.2526883
26388	0702 0000EX	26388	—	U.S. 69 NB	RED RIVER	0702 0000EX	130ft.-100ft.-100ft.-6X(130ft.)-100ft. CONT PC BEAM SPANS, SK. 30 DEG.RF	1997	33.822083	-96.533111	1210	40	—	10	30	2	38	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	21 - Other State Agencies	21 - Other State Agencies	1 - On Highway	02 - Principal Arterial Other (Rural)	C	14700	2022	5	Unmatched
Raw data OBJECTID 26679 BRKEY 26388 NBI No. 26388 On Under 1 Structure No. 0702 0000EX Control No. 002 Lane Ind. E Milepoint 00000 Facility Carried U.S. 69 NB Feature Intersected RED RIVER Division 02 County 013 Location OK/TX STATE LINE Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 21 - Other State Agencies Custodian 21 - Other State Agencies Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1997 ADT Total 14700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 10 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 1210 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 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23520 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26388 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. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 130ft.-100ft.-100ft.-6X(130ft.)-100ft. CONT PC BEAM SPANS, SK. 30 DEG.RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0702 0000EX H Index 1 Latitude 33:49:19.5 Longitude -96:31:59.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 69 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 001 NBI Text 26388 Vault Link http://plansrv1/bridgemaintvault/b26388 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 33.822083 Longitude DD -96.533111 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26679 x -10746016.7612106 y 4004937.06557597
26292	0312 0665NX	26292	—	S.H. 3 WB	ROCK CREEK	0312 0537 X	84ft. PC BEAM	2002	34.32413889	-96.04118333	86.001	41.601	—	1	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	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)	B	2000	2022	5	Unmatched
Raw data OBJECTID 26672 BRKEY 26292 NBI No. 26292 On Under 1 Structure No. 0312 0665NX Control No. 012 Lane Ind. N Milepoint 06650 Facility Carried S.H. 3 WB Feature Intersected ROCK CREEK Division 02 County 005 Location 6.65 E JCT US-69 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 39.4 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 86.001 Deck Width 41.601 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 89.4 HS Inv. Rating Method 1 HS Inv. Method 39.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26292 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 2 Lft. Curb SW 1.083 Rt. Curb SW 1.083 Description 84ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0312 0537 X H Index 98.6701 Latitude 34:19:26.9 Longitude -96:02:28.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 35 NBI Text 26292 Vault Link http://plansrv1/bridgemaintvault/b26292 GIS FO/SD Meets Standards H Inv. Method 28.9 Latitude DD 34.32413889 Longitude DD -96.04118333 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26672 x -10691255.623479 y 4072409.44606466
26291	0312 0335NX	26291	—	S.H. 3 WB	SAND CREEK	0312 0207 X	53ft. - 65ft. - 53ft. PC BEAM	2002	34.353492	-96.086522	172.999	41.499	—	3	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	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)	B	2550	2022	5	Unmatched
Raw data OBJECTID 26671 BRKEY 26291 NBI No. 26291 On Under 1 Structure No. 0312 0335NX Control No. 012 Lane Ind. N Milepoint 03350 Facility Carried S.H. 3 WB Feature Intersected SAND CREEK Division 02 County 005 Location 3.35 E JCT US-69 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 2550 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 39.4 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 172.999 Deck Width 41.499 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 9 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4080 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26291 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.083 Rt. Curb SW 1.083 Description 53ft. - 65ft. - 53ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0312 0207 X H Index 90.0397 Latitude 34:21:12.57 Longitude -96:05:11.48 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 33 NBI Text 26291 Vault Link http://plansrv1/bridgemaintvault/b26291 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.353492 Longitude DD -96.086522 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26671 x -10696302.7011367 y 4076366.70495462
26290	0404 0113 X	26290	—	U.S. 64	SHORT CREEK	0404 0113 X	3-13ft.X3.3ft.X100ft. RCB	2003	36.87960278	-100.873475	50	87.999	—	3	30	2	86.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3600	2022	5	Unmatched
Raw data OBJECTID 26670 BRKEY 26290 NBI No. 26290 On Under 1 Structure No. 0404 0113 X Control No. 004 Lane Ind. Milepoint 01130 Facility Carried U.S. 64 Feature Intersected SHORT CREEK Division 06 County 007 Location 1.2 MI N JTN US83 TURPIN Sufficiency 83.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86.001 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 2003 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 86.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 45 Span Type Main M Material 1 - Concrete Design 19 Length 50 Deck Width 87.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 48 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 26290 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-13ft.X3.3ft.X100ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0404 0113 X H Index 99.7799 Latitude 36:52:46.57 Longitude -100:52:24.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26290 Vault Link http://plansrv1/bridgemaintvault/b26290 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.87960278 Longitude DD -100.873475 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26670 x -11229183.871548 y 4422338.22781056
26289	0814 0619 X	26289	—	U.S. 281	SUGAR CREEK	0814 0619 X	79ft.-98ft.-79ft. PC BEAM SPANS SKEWED 3O DEGREES	2002	35.38874722	-98.37671389	260	41.503	—	3	30	2	39.37	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	Good (7)	Fair (5)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 26669 BRKEY 26289 NBI No. 26289 On Under 1 Structure No. 0814 0619 X Control No. 014 Lane Ind. Milepoint 06190 Facility Carried U.S. 281 Feature Intersected SUGAR CREEK Division 07 County 015 Location 6.2 N SH152 IN BINGER Sufficiency 98.5 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.37 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 2002 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.37 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 260 Deck Width 41.503 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 2.485485 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 26289 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 79ft.-98ft.-79ft. PC BEAM SPANS SKEWED 3O DEGREES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0814 0619 X H Index 89.2441 Latitude 35:23:19.49 Longitude -98:22:36.17 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 40 NBI Text 26289 Vault Link http://plansrv1/bridgemaintvault/b26289 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.38874722 Longitude DD -98.37671389 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26669 x -10951245.6961504 y 4216836.63691545
26288	0814 0600 X	26288	—	U.S. 281	SUGAR CREEK O'FLOW	0814 0600 X	79ft. PC BEAM SPAN	2002	35.3859	-98.376739	75	41.503	—	1	0	2	39.37	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.6	Good (7)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 26668 BRKEY 26288 NBI No. 26288 On Under 1 Structure No. 0814 0600 X Control No. 014 Lane Ind. Milepoint 06000 Facility Carried U.S. 281 Feature Intersected SUGAR CREEK O'FLOW Division 07 County 015 Location 6 N SH152 IN BINGER Sufficiency 98.6 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.37 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 2002 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.37 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 75 Deck Width 41.503 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 2.485485 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 26288 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 79ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0814 0600 X H Index 84.4664 Latitude 35:23:09.24 Longitude -98:22:36.26 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 39 NBI Text 26288 Vault Link http://plansrv1/bridgemaintvault/b26288 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.3859 Longitude DD -98.376739 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26668 x -10951248.4913828 y 4216447.861973
26480	7280 0740SX	26480	—	U.S. 64 / S.H. 51	SOUTH MINGO RD. UNDER	7280 0740SX	50X100X50 PCB SPAN	2001	36.10138889	-95.86889722	202.001	90.978	—	3	23	5	75.459	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	52100	2022	5	Unmatched
Raw data OBJECTID 26660 BRKEY 26480 NBI No. 26480 On Under 1 Structure No. 7280 0740SX Control No. 080 Lane Ind. S Milepoint 07400 Facility Carried U.S. 64 / S.H. 51 Feature Intersected SOUTH MINGO RD. UNDER Division 08 County 143 Location 1.2SE MEMORIAL DRIVE Sufficiency 97.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 75.459 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 52100 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 3 Road Width 75.459 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 75.459 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.001 Deck Width 90.978 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 N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.1 HS Inv. Rating Method 1 HS Inv. Method 43.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 83360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1709 Min Measured Clearance 1704 NBI Rating 26480 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50X100X50 PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0740SX H Index 99.2278 Latitude 36:06:05 Longitude -95:52:08.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 / S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26480 Vault Link http://plansrv1/bridgemaintvault/b26480 GIS FO/SD Meets Standards H Inv. Method 32.3 Latitude DD 36.10138889 Longitude DD -95.86889722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26660 x -10672076.8214431 y 4314581.31008426
26479	7280 0740NX	26479	—	U.S. 64 / S.H. 51	SOUTH MINGO RD. UNDER	7280 0740NX	50X100X50 PCB SPAN	2001	36.10170833	-95.86889722	202.001	87.992	—	3	23	4	85.302	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	52850	2022	5	Unmatched
Raw data OBJECTID 26659 BRKEY 26479 NBI No. 26479 On Under 1 Structure No. 7280 0740NX Control No. 080 Lane Ind. N Milepoint 07400 Facility Carried U.S. 64 / S.H. 51 Feature Intersected SOUTH MINGO RD. UNDER Division 08 County 143 Location 1.2MI.S.E. MEMORIAL DRIVE Sufficiency 98.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 85.302 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 52850 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 3 Road Width 85.302 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 85.302 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.001 Deck Width 87.992 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 N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.1 HS Inv. Rating Method 1 HS Inv. Method 43.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 84560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1706 Min Measured Clearance 1701 NBI Rating 26479 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50X100X50 PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0740NX H Index 98.4462 Latitude 36:06:06.15 Longitude -95:52:08.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 / S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26479 Vault Link http://plansrv1/bridgemaintvault/b26479 GIS FO/SD Meets Standards H Inv. Method 32.2 Latitude DD 36.10170833 Longitude DD -95.86889722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26659 x -10672076.8214431 y 4314625.32127764