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
18253	7209 0279 X	18253	Tulsa	I-244	31ST ST. UNDER	7209 0279 X	80ft. PLT GRDR SPAN	1972	36.118653	-96.008686	81.037	108.924	—	1	10	6	107.94	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.4	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	69000	2022	5	Unmatched
Raw data OBJECTID 18395 BRKEY 18253 NBI No. 18253 On Under 1 Structure No. 7209 0279 X Control No. 009 Lane Ind. Milepoint 02790 Facility Carried I-244 Feature Intersected 31ST ST. UNDER Division 08 County 143 Location 2.7 MI N I-44 Sufficiency 72.4 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 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 1972 ADT Total 69000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 1 Road Width 107.94 Ref. Underclearance Rt. H Underclearance Right 5.906 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 81.037 Deck Width 108.924 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.6 HS Inv. Rating Method 3 HS Inv. Method 41.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 110400 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1410 Max Measured Clearance 1504 Min Measured Clearance 1502 NBI Rating 18253 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft. PLT GRDR SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0279 X H Index 61.5751 Latitude 36:07:07.15 Longitude -96:00:31.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name I-244 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 18253 Vault Link http://plansrv1/bridgemaintvault/b18253 GIS FO/SD Meets Standards H Inv. Method 41.2 Latitude DD 36.118653 Longitude DD -96.008686 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18395 x -10687638.0372513 y 4316960.14818001
18065	6135R1100 X	18065	Pittsburg	6144C	IND. NATION TP UNDER	6135R1100 X	PCB	1971	35.31666667	-95.55972222	158.136	26.001	—	2	0	4	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	2500	1999	5	Unmatched
Raw data OBJECTID 18388 BRKEY 18065 NBI No. 18065 On Under 2 Structure No. 6135R1100 X Control No. 035 Lane Ind. Milepoint 11000 Facility Carried 6144C Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 1.1 MI SE OF BLANCO Sufficiency 88.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 45 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1971 ADT Total 2500 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 15.499 Underclearance Left 5.499 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 158.136 Deck Width 26.001 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 26.786 HS Inv. Rating Method 2 HS Inv. Method 26.786 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 5000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18065 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description PCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6135R1100 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name IND. NATION TP UNDER 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 18065 Vault Link http://plansrv1/bridgemaintvault/b18065 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18388 x -10637659.6178771 y 4206998.58465707
18064	7293 0009 XR	18064	Tulsa	U.S. 75 RAMP S-W	U.S. 75 SB UNDER	7293 0009 X	31ft.-96ft.-31ft. CONT. PL	1971	36.16096667	-95.98129444	158.136	22.999	—	3	0	1	18.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.6	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	36600	2022	5	Unmatched
Raw data OBJECTID 18387 BRKEY 18064 NBI No. 18064 On Under 1 Structure No. 7293 0009 XR Control No. Lane Ind. Milepoint Facility Carried U.S. 75 RAMP S-W Feature Intersected U.S. 75 SB UNDER Division 08 County 143 Location I-244 & US 75 JCT Sufficiency 90.6 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 18.999 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 1971 ADT Total 36600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 18.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 4 - Steel Continuous Design 02 Length 158.136 Deck Width 22.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 58560 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1500 Max Measured Clearance 1506 Min Measured Clearance 1504 NBI Rating 18064 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft.-96ft.-31ft. CONT. PL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0009 X H Index 96.2961 Latitude 36:09:39.48 Longitude -95:58:52.66 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 RAMP S-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18064 Vault Link http://plansrv1/bridgemaintvault/b18064 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.16096667 Longitude DD -95.98129444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18387 x -10684588.8227401 y 4322792.80206445
18062	7286 1528SX	18062	Tulsa	U.S. 64 EB	DENVER AVE. UNDER	7286 1528 X	29ft.-74ft.-33ft. PLATE GIRDER SPANS	1971	36.16035	-95.99921389	141.076	52.999	—	3	4	3	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	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	55000	2022	5	Unmatched
Raw data OBJECTID 18385 BRKEY 18062 NBI No. 18062 On Under 1 Structure No. 7286 1528SX Control No. 086 Lane Ind. S Milepoint 15280 Facility Carried U.S. 64 EB Feature Intersected DENVER AVE. UNDER Division 08 County 143 Location 15.2 MI E OSAGE CO Sufficiency 95.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 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 1971 ADT Total 55000 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 141.076 Deck Width 52.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 88000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting 1406 Max Measured Clearance 1603 Min Measured Clearance 1603 NBI Rating 18062 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 29ft.-74ft.-33ft. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 1528 X H Index 98.5496 Latitude 36:09:37.26 Longitude -95:59:57.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 64 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18062 Vault Link http://plansrv1/bridgemaintvault/b18062 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.16035 Longitude DD -95.99921389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18385 x -10686583.6067894 y 4322707.77567045
18061	7209 0694 XR	18061	Tulsa	I-244 RAMP E-N	1ST ST. UNDER	7209 0694 XR	27ft.,76ft.,42ft. PLT GRDR	1971	36.15938333	-95.97960278	145.013	22.001	—	3	99	1	20	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.3	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	10000	2022	5	Unmatched
Raw data OBJECTID 18384 BRKEY 18061 NBI No. 18061 On Under 1 Structure No. 7209 0694 XR Control No. 009 Lane Ind. Milepoint 06940 Facility Carried I-244 RAMP E-N Feature Intersected 1ST ST. UNDER Division 08 County 143 Location 6.9 MI N I-44 Sufficiency 88.3 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 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 1971 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 99 No. Main Spans 3 Road Width 20 Ref. Underclearance Rt. H Underclearance Right 3.999 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 32.999 Span Type Main M Material 3 - Steel Design 03 Length 145.013 Deck Width 22.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.7 HS Inv. Rating Method 1 HS Inv. Method 49.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 1.999572 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance 1704 Min Measured Clearance 1502 NBI Rating 18061 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 27ft.,76ft.,42ft. PLT GRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7209 0694 XR H Index 92.7168 Latitude 36:09:33.78 Longitude -95:58:46.57 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-244 RAMP Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18061 Vault Link http://plansrv1/bridgemaintvault/b18061 GIS FO/SD Meets Standards H Inv. Method 37.5 Latitude DD 36.15938333 Longitude DD -95.97960278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18384 x -10684400.5080103 y 4322574.49265959
18060	7209 0579NXR	18060	Tulsa	I-244 WB RAMP	DENVER AVE. UNDER	7209 0579NXR	33ft.,79ft.,34ft.PLTGRDR S	1971	36.160942	-95.999531	148.95	23.95	—	3	21	1	22.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.1	Good (7)	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	27500	2022	5	Unmatched
Raw data OBJECTID 18383 BRKEY 18060 NBI No. 18060 On Under 1 Structure No. 7209 0579NXR Control No. 009 Lane Ind. N Milepoint 05790 Facility Carried I-244 WB RAMP Feature Intersected DENVER AVE. UNDER Division 08 County 143 Location 5.7 MI N I-44 Sufficiency 93.1 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 22.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1971 ADT Total 27500 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 22.001 Ref. Underclearance Rt. H Underclearance Right 7.874 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 3 - Steel Design 02 Length 148.95 Deck Width 23.95 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 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1406 Max Measured Clearance 1511 Min Measured Clearance 1500 NBI Rating 18060 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,79ft.,34ft.PLTGRDR S Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7209 0579NXR H Index 97.9289 Latitude 36:09:39.39 Longitude -95:59:58.31 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 WB 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 -1 NBI Text 18060 Vault Link http://plansrv1/bridgemaintvault/b18060 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 36.160942 Longitude DD -95.999531 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18383 x -10686618.9073131 y 4322789.40055462
18344	3803 0213 X	18344	Kiowa	U.S. 183	U.S. 62 UNDER	3803 0213 X	126ft.-130ft. CONT. PLATE GIRDER SPANS SK. 38 DEG.	1972	34.63787222	-98.96402778	260	49.003	—	2	40	2	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1700	2022	5	Unmatched
Raw data OBJECTID 18382 BRKEY 18344 NBI No. 18344 On Under 1 Structure No. 3803 0213 X Control No. Lane Ind. Milepoint Facility Carried U.S. 183 Feature Intersected U.S. 62 UNDER Division 05 County 075 Location 2.2 MI E TILLMAN C/L Sufficiency 99 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.001 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 1972 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 260 Deck Width 49.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 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 7 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 7.99998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 2001 Min Measured Clearance 1706 NBI Rating 18344 ODOT County 38 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 126ft.-130ft. CONT. PLATE GIRDER SPANS SK. 38 DEG. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3803 0213 X H Index 95.8106 Latitude 34:38:16.34 Longitude -98:57:50.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 183 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 18344 Vault Link http://plansrv1/bridgemaintvault/b18344 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.63787222 Longitude DD -98.96402778 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18382 x -11016625.179321 y 4114777.67333983
18343	5505 0325 X	18343	Oklahoma	SLWC R.R.	I-44 UNDER	5505 0325 X	28.5ft.,2-98ft.,28.5ft. TH	1972	35.43997778	-97.56952222	266.48	17.749	—	4	30	6	96.001	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	11 - Principal Arterial Interstate (Rural)	H	125600	2022	5	Unmatched
Raw data OBJECTID 18381 BRKEY 18343 NBI No. 18343 On Under 2 Structure No. 5505 0325 X Control No. 005 Lane Ind. Milepoint 03250 Facility Carried SLWC R.R. Feature Intersected I-44 UNDER Division 04 County 109 Location 3.2 MI N I-240 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 71.998 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1972 ADT Total 125600 ADT Year 2022 Design Load Railroad Skew 30 No. Main Spans 4 Road Width 96.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 27.999 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 96.001 Span Type Main M Material 3 - Steel Design 03 Length 266.48 Deck Width 17.749 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 79.39 HS Inv. Rating Method ! HS Inv. Method 79.366 H Operating Rating ! H Inv. Rating Method ! Future ADT 200960 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1710 Min Measured Clearance 1604 NBI Rating 18343 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 9 Lft. Curb SW 0 Rt. Curb SW 0 Description 28.5ft.,2-98ft.,28.5ft. TH Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0325 X H Index -1 Latitude 35:26:23.92 Longitude -97:34:10.28 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-44 UNDER Scour N Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18343 Vault Link http://plansrv1/bridgemaintvault/b18343 GIS FO/SD FO H Inv. Method 79.366 Latitude DD 35.43997778 Longitude DD -97.56952222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18381 x -10861389.5304734 y 4223834.28387637
18342	7218 1153 X	18342	Tulsa	U.S. 75 NB	S.W. BLVD.& R.R.UNDER	7218 1153EX	73FT-107FT-65.5FT CONT. PLATE GIRDER SPANS 38 FT CLRW SKEWS VARY	1972	36.11084444	-96.01158333	245.916	41	—	3	45	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.6	Satisfactory (6)	Very good (8)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	50100	2022	5	Unmatched
Raw data OBJECTID 18380 BRKEY 18342 NBI No. 18342 On Under 1 Structure No. 7218 1153 X Control No. 018 Lane Ind. Milepoint 11530 Facility Carried U.S. 75 NB Feature Intersected S.W. BLVD.& R.R.UNDER Division 08 County 143 Location 2.2 MI N JCT I-44 Sufficiency 80.6 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 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 1972 ADT Total 50100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 6.5 Underclearance Left 6.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41 Span Type Main M Material 4 - Steel Continuous Design 02 Length 245.916 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 6 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 61.2 HS Inv. Rating Method 1 HS Inv. Method 36.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80160 Future ADT Year 2042 Bypass Detour 2.999993 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2405 Max Measured Clearance 2609 Min Measured Clearance 2602 NBI Rating 18342 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 73FT-107FT-65.5FT CONT. PLATE GIRDER SPANS 38 FT CLRW SKEWS VARY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 1153EX H Index 71.4902 Latitude 36:06:39.04 Longitude -96:00:41.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 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 18342 Vault Link http://plansrv1/bridgemaintvault/b18342 GIS FO/SD Meets Standards H Inv. Method 24.1 Latitude DD 36.11084444 Longitude DD -96.01158333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18380 x -10687960.5665515 y 4315884.1345237
18341	7280R1415 X	18341	Tulsa	193RD E AVE.	S.H. 51 UNDER	7280 1415 X	30.9ft.,2-93ft.,30.9ft. PR	1972	36.05527778	-95.76194444	253.937	32.999	—	4	42	2	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.6	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	4000	2022	5	Unmatched
Raw data OBJECTID 18379 BRKEY 18341 NBI No. 18341 On Under 1 Structure No. 7280R1415 X Control No. Lane Ind. Milepoint Facility Carried 193RD E AVE. Feature Intersected S.H. 51 UNDER Division 08 County 143 Location WAGONER C/L Sufficiency 67.6 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1972 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 253.937 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.7 HS Inv. Rating Method 2 HS Inv. Method 35.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6400 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 1 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 1604 Max Measured Clearance 1608 Min Measured Clearance 1606 NBI Rating 18341 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description 30.9ft.,2-93ft.,30.9ft. PR Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280 1415 X H Index 84.4737 Latitude 36:03:19 Longitude -95:45:43 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name 193RD E AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.30 NBI Text 18341 Vault Link http://plansrv1/bridgemaintvault/b18341 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.05527778 Longitude DD -95.76194444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 18379 x -10660170.8924346 y 4308230.17752554
18340	5571R0959 X	18340	Oklahoma	AIR DEPOT BLVD.	I-240 UNDER	5571R0959 X	34ft.(2-93ft. CONT.)34ft. PLATE GIRDER SPANS SK. 83 DEG.59ft.13ft. WITH 2ft.-6ft. SIDEWALKS	1972	35.38833333	-97.405	257.874	36.801	—	2	6	4	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	0	_	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	26000	1999	5	Unmatched
Raw data OBJECTID 18378 BRKEY 18340 NBI No. 18340 On Under 2 Structure No. 5571R0959 X Control No. 071 Lane Ind. Milepoint 09590 Facility Carried AIR DEPOT BLVD. Feature Intersected I-240 UNDER Division 04 County 109 Location 5.1 MI E OF JCT I35 Sufficiency 0 Kind Hwy 1 Level Service 1 Route No. 00240 Service Type On 5 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 90 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 1972 ADT Total 26000 ADT Year 1999 Design Load HS 20 Skew 6 No. Main Spans 2 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 30.098 Underclearance Left 36.601 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 152.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 257.874 Deck Width 36.801 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 52000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18340 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 34ft.(2-93ft. CONT.)34ft. PLATE GIRDER SPANS SK. 83 DEG.59ft.13ft. WITH 2ft.-6ft. SIDEWALKS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5571R0959 X H Index 100 Latitude 35:23:18 Longitude -97:24:18 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-240 UNDER 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 18340 Vault Link http://plansrv1/bridgemaintvault/b18340 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.38833333 Longitude DD -97.405 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 18378 x -10843075.0007188 y 4216780.12126577
18339	1603 0594NX	18339	Comanche	U.S. 62	POST CR & CO RD UNDER	1603 0594NX	3-80ft. PRESTRESSED CONC. BM. SPANS	1972	34.63123056	-98.72168611	242.126	42.031	—	3	30	2	40.03	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3100	2022	5	Unmatched
Raw data OBJECTID 18377 BRKEY 18339 NBI No. 18339 On Under 1 Structure No. 1603 0594NX Control No. 003 Lane Ind. N Milepoint 05940 Facility Carried U.S. 62 Feature Intersected POST CR & CO RD UNDER Division 07 County 031 Location 5.94 MI. E. KIOWA CL Sufficiency 93.8 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 40.03 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 1972 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40.03 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.126 Deck Width 42.031 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1601 Min Measured Clearance 1506 NBI Rating 18339 ODOT County 16 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-80ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1603 0594NX H Index 91.0751 Latitude 34:37:52.43 Longitude -98:43:18.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 007 NBI Text 18339 Vault Link http://plansrv1/bridgemaintvault/b18339 GIS FO/SD FO H Inv. Method 26 Latitude DD 34.63123056 Longitude DD -98.72168611 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18377 x -10989647.8280186 y 4113879.09313666
18251	0308 0382 X	18251	Atoka	U.S. 75	COAL CREEK	0308 0382 X	(3) 25ft. CONCRETE SLAB	1972	34.41114167	-96.18328611	77.001	34.701	—	3	0	2	32.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4400	2022	5	Unmatched
Raw data OBJECTID 18375 BRKEY 18251 NBI No. 18251 On Under 1 Structure No. 0308 0382 X Control No. 008 Lane Ind. Milepoint 03820 Facility Carried U.S. 75 Feature Intersected COAL CREEK Division 02 County 005 Location 3.82 W JCT US-69 Sufficiency 82.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1972 ADT Total 4400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 01 Length 77.001 Deck Width 34.701 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 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.2 HS Inv. Rating Method 1 HS Inv. Method 38.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7040 Future ADT Year 2042 Bypass Detour 22.990734 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 18251 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 25ft. CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0308 0382 X H Index 88.9252 Latitude 34:24:40.11 Longitude -96:10:59.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30 NBI Text 18251 Vault Link http://plansrv1/bridgemaintvault/b18251 GIS FO/SD Meets Standards H Inv. Method 21.4 Latitude DD 34.41114167 Longitude DD -96.18328611 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18375 x -10707074.4325889 y 4084142.81923015
18249	1938 0545 X	18249	Creek	S.H. 51	SAND CREEK	1938 0545 X	12X14X12X14X136RCB	1972	36.10514722	-96.48384444	61.024	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2300	2022	5	Unmatched
Raw data OBJECTID 18373 BRKEY 18249 NBI No. 18249 On Under 1 Structure No. 1938 0545 X Control No. 038 Lane Ind. Milepoint 05450 Facility Carried S.H. 51 Feature Intersected SAND CREEK Division 08 County 037 Location 5.3 MI E JCT SH 99 Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1972 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 14 Appr. Roadway Width 43.963 Span Type Main M Material 1 - Concrete Design 19 Length 61.024 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 153.3 HS Inv. Rating Method 1 HS Inv. Method 92 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18249 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 12X14X12X14X136RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1938 0545 X H Index 89.8769 Latitude 36:06:18.53 Longitude -96:29:01.84 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18249 Vault Link http://plansrv1/bridgemaintvault/b18249 GIS FO/SD Meets Standards H Inv. Method 77.9 Latitude DD 36.10514722 Longitude DD -96.48384444 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18373 x -10740532.4328382 y 4315099.12941992
18608	0912 0205EX	18608	Canadian	U.S. 81 NB	N. CANADIAN RIVER	0912 0205EX	6-100ft. PRESTRESSED CONC. BM. SPANS W/ TR-4 RAILS	1973	35.562019	-97.956736	604.25	49.75	—	6	0	2	47.58	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2600	2022	5	Unmatched
Raw data OBJECTID 18370 BRKEY 18608 NBI No. 18608 On Under 1 Structure No. 0912 0205EX Control No. 012 Lane Ind. E Milepoint 02050 Facility Carried U.S. 81 NB Feature Intersected N. CANADIAN RIVER Division 04 County 017 Location 2.2 MI. N. JCT. SH66 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 47.58 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 1973 ADT Total 2600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width 47.58 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 48 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 604.25 Deck Width 49.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 79.4 HS Inv. Rating Method 3 HS Inv. Method 51.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4160 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 18608 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. PRESTRESSED CONC. BM. SPANS W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0912 0205EX H Index 87.0973 Latitude 35:33:43.27 Longitude -97:57:24.25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 NB 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 18608 Vault Link http://plansrv1/bridgemaintvault/b18608 GIS FO/SD Meets Standards H Inv. Method 51.3 Latitude DD 35.562019 Longitude DD -97.956736 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18370 x -10904493.9712911 y 4240522.01455408
18607	3630 0170SX	18607	Kay	U.S. 60	CHIKASKIA RIVER	3630 0170SX	6-100ft. PRESTRESSED C	1973	36.688056	-97.252778	606	42	—	6	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.5	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 18369 BRKEY 18607 NBI No. 18607 On Under 1 Structure No. 3630 0170SX Control No. 030 Lane Ind. S Milepoint 01700 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 1.7 MI E US 177 Sufficiency 91.5 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 6 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 606 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18607 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0170SX H Index 84.1497 Latitude 36:41:17 Longitude -97:15:10 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18607 Vault Link http://plansrv1/bridgemaintvault/b18607 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 36.688056 Longitude DD -97.252778 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18369 x -10826129.7251913 y 4395714.55400789
18606	3630 0170NX	18606	Kay	U.S. 60	CHIKASKIA RIVER	3630 0170NX	6-100ft. PRESTRESSED C	1973	36.688611	-97.253056	606	42	—	6	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.3	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	3400	2022	5	Unmatched
Raw data OBJECTID 18368 BRKEY 18606 NBI No. 18606 On Under 1 Structure No. 3630 0170NX Control No. 030 Lane Ind. N Milepoint 01700 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER Division 04 County 071 Location 1.7 MI E US 177 Sufficiency 99.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 6 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 606 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 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 92 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18606 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0170NX H Index 84.8211 Latitude 36:41:19 Longitude -97:15:11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18606 Vault Link http://plansrv1/bridgemaintvault/b18606 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.688611 Longitude DD -97.253056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18368 x -10826160.6720097 y 4395791.59918088
18605	1214 1177 X	18605	Choctaw	S.H. 93	FRAZIER CREEK	1214 1177 X	5-80ft. PRESTRESSED CO	1973	34.14363333	-95.41307778	402	32	—	5	0	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 18367 BRKEY 18605 NBI No. 18605 On Under 1 Structure No. 1214 1177 X Control No. 014 Lane Ind. Milepoint 11770 Facility Carried S.H. 93 Feature Intersected FRAZIER CREEK Division 02 County 023 Location 11.7 MI. N. JCT.US70 Sufficiency 74.1 Kind Hwy 3 Level Service 1 Route No. 00093 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402 Deck Width 32 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 24.233476 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 18605 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-80ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1214 1177 X H Index 65.1352 Latitude 34:08:37.08 Longitude -95:24:47.08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 93 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 021 NBI Text 18605 Vault Link http://plansrv1/bridgemaintvault/b18605 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.14363333 Longitude DD -95.41307778 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18367 x -10621335.2334886 y 4048104.81753079
18604	5712 0539 X	18604	Osage	S.H. 18	SALT CREEK	5712 0539 X	5-80ft. PRESTRESSED CO	1973	36.578317	-96.703539	401	50	—	5	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 18366 BRKEY 18604 NBI No. 18604 On Under 1 Structure No. 5712 0539 X Control No. 012 Lane Ind. Milepoint 05390 Facility Carried S.H. 18 Feature Intersected SALT CREEK Division 08 County 113 Location 5.3 MI.N.PAWNEE CL Sufficiency 75.8 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1973 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 401 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 60.3 HS Inv. Rating Method 1 HS Inv. Method 36.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 57.787521 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18604 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 4 Description 5-80ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5712 0539 X H Index 67.9845 Latitude 36:34:41.94 Longitude -96:42:12.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 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 18604 Vault Link http://plansrv1/bridgemaintvault/b18604 GIS FO/SD Meets Standards H Inv. Method 25.1 Latitude DD 36.578317 Longitude DD -96.703539 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18366 x -10764988.7193875 y 4380491.47638224
18603	3630 0248SX	18603	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0248SX	16-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS	1973	36.68805556	-97.23916667	399.934	43.701	—	16	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18365 BRKEY 18603 NBI No. 18603 On Under 1 Structure No. 3630 0248SX Control No. 030 Lane Ind. S Milepoint 02480 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.4 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 16 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 399.934 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18603 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 16-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0248SX H Index 88.9116 Latitude 36:41:17 Longitude -97:14:21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18603 Vault Link http://plansrv1/bridgemaintvault/b18603 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.68805556 Longitude DD -97.23916667 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18365 x -10824614.5188667 y 4395714.49292725
18516	5931T1193 X	18516	Pawnee	CO. RD. N3590	CIMARRON TP UNDER	5931T1193 X	2-75ft. PC BEAM SPANS	1973	36.22504722	-96.60639444	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18364 BRKEY 18516 NBI No. 18516 On Under 1 Structure No. 5931T1193 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3590 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 4 MIS SE MARAMEC Sufficiency 73.3 Kind Hwy 4 Level Service 1 Route No. N3590 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.226 HS Inv. Rating Method 1 HS Inv. Method 33.069 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1702 Min Measured Clearance 1611 NBI Rating 18516 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T1193 X H Index 94.961 Latitude 36:13:30.17 Longitude -96:36:23.02 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3590 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 46.55 NBI Text 18516 Vault Link http://plansrv1/bridgemaintvault/b18516 GIS FO/SD FO H Inv. Method 29.983 Latitude DD 36.22504722 Longitude DD -96.60639444 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18364 x -10754174.6364349 y 4331631.87103911
18515	5931T1094 X	18515	Pawnee	CO. RD. N3580	CIMARRON TP UNDER	5931T1094 X	2-75ft. PC BEAM SPANS	1973	36.22499722	-96.62419167	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18363 BRKEY 18515 NBI No. 18515 On Under 1 Structure No. 5931T1094 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3580 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 3 MIS SE MARAMEC Sufficiency 73.3 Kind Hwy 4 Level Service 1 Route No. N3580 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.226 HS Inv. Rating Method 1 HS Inv. Method 33.069 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1700 Min Measured Clearance 1606 NBI Rating 18515 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T1094 X H Index 100 Latitude 36:13:29.99 Longitude -96:37:27.09 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3580 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 45.56 NBI Text 18515 Vault Link http://plansrv1/bridgemaintvault/b18515 GIS FO/SD FO H Inv. Method 29.983 Latitude DD 36.22499722 Longitude DD -96.62419167 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18363 x -10756155.8150161 y 4331624.9713755
18514	5931T0894 X	18514	Pawnee	CO. RD. N3560	CIMARRON TP UNDER	5931T0894 X	2-75ft. PC BEAM SPANS	1973	36.22489444	-96.65977222	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18362 BRKEY 18514 NBI No. 18514 On Under 1 Structure No. 5931T0894 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3560 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 1.5 MIS SE MARAMEC Sufficiency 73.3 Kind Hwy 4 Level Service 1 Route No. N3560 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.226 HS Inv. Rating Method 1 HS Inv. Method 33.069 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1611 Min Measured Clearance 1606 NBI Rating 18514 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T0894 X H Index 98.9352 Latitude 36:13:29.62 Longitude -96:39:35.18 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3560 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 43.57 NBI Text 18514 Vault Link http://plansrv1/bridgemaintvault/b18514 GIS FO/SD FO H Inv. Method 29.983 Latitude DD 36.22489444 Longitude DD -96.65977222 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18362 x -10760116.6237242 y 4331610.78844085
18513	6034T0829 X	18513	Payne	CO. RD. N3470	CIMARRON TP UNDER	6034T0829 X	2-75ft. PREST. CONC BM	1973	36.22456389	-96.81888333	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3650	2022	5	Unmatched
Raw data OBJECTID 18361 BRKEY 18513 NBI No. 18513 On Under 1 Structure No. 6034T0829 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3470 Feature Intersected CIMARRON TP UNDER Division 04 County 119 Location 2 MIS W SH 18 Sufficiency 74.9 Kind Hwy 4 Level Service 1 Route No. N3470 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3650 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 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 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 55.2 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5840 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1709 Min Measured Clearance 1701 NBI Rating 18513 ODOT County 60 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PREST. CONC BM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6034T0829 X H Index 95.1565 Latitude 36:13:28.43 Longitude -96:49:07.98 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3470 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 34.67 NBI Text 18513 Vault Link http://plansrv1/bridgemaintvault/b18513 GIS FO/SD FO H Inv. Method 30 Latitude DD 36.22456389 Longitude DD -96.81888333 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18361 x -10777828.791469 y 4331565.17493566
18512	5931T0793 X	18512	Pawnee	CO. RD. N3550	CIMARRON TP UNDER	5931T0793 X	2-75ft. PC BEAM SPANS	1973	36.22483611	-96.67784444	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.5	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18360 BRKEY 18512 NBI No. 18512 On Under 1 Structure No. 5931T0793 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3550 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 1 MI S MARAMEC Sufficiency 62.5 Kind Hwy 4 Level Service 1 Route No. N3550 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.2 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1610 Max Measured Clearance 1705 Min Measured Clearance 1609 NBI Rating 18512 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T0793 X H Index 97.5775 Latitude 36:13:29.41 Longitude -96:40:40.24 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3550 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 42.56 NBI Text 18512 Vault Link http://plansrv1/bridgemaintvault/b18512 GIS FO/SD FO H Inv. Method 30 Latitude DD 36.22483611 Longitude DD -96.67784444 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18360 x -10762128.4140521 y 4331602.73930944
18511	5238T0764 X	18511	Noble	CO. RD. N3260	CIMARRON TP UNDER	5238T0764 X	2-75ft. PC BEAM SPANS	1973	36.39252222	-97.1932	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3030	2022	5	Unmatched
Raw data OBJECTID 18359 BRKEY 18511 NBI No. 18511 On Under 1 Structure No. 5238T0764 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3260 Feature Intersected CIMARRON TP UNDER Division 04 County 103 Location .2 MI S SH 5 Sufficiency 74.6 Kind Hwy 4 Level Service 1 Route No. N3260 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3030 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 59.745 HS Inv. Rating Method 1 HS Inv. Method 35.825 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4848 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1704 Min Measured Clearance 1700 NBI Rating 18511 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5238T0764 X H Index 99.8779 Latitude 36:23:33.08 Longitude -97:11:35.52 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3260 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07.51 NBI Text 18511 Vault Link http://plansrv1/bridgemaintvault/b18511 GIS FO/SD FO H Inv. Method 31.636 Latitude DD 36.39252222 Longitude DD -97.1932 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18359 x -10819497.5325688 y 4354767.11286265
18421	5702 0507 X	18421	Osage	U.S. 60	CREEK	5702 0507 X	3 10ft. X 10ft.X 136ft. R.	1973	36.67658889	-96.97672222	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 18358 BRKEY 18421 NBI No. 18421 On Under 1 Structure No. 5702 0507 X Control No. 002 Lane Ind. Milepoint 05070 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 113 Location 5.1 MI. E. KAY CL. Sufficiency 89.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 15 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 218.7 HS Inv. Rating Method 1 HS Inv. Method 131.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 31.689931 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18421 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3 10ft. X 10ft.X 136ft. R. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5702 0507 X H Index 99.5133 Latitude 36:40:35.72 Longitude -96:58:36.2 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18421 Vault Link http://plansrv1/bridgemaintvault/b18421 GIS FO/SD Meets Standards H Inv. Method 115.8 Latitude DD 36.67658889 Longitude DD -96.97672222 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18358 x -10795399.3363311 y 4394122.81269555
18420	5702 0373 X	18420	Osage	U.S. 60	CREEK	5702 0373 X	3-10ft. X 7ft. X 84ft. R.C. BOX SK. 60 DEG.	1973	36.67975833	-96.99998611	38.058	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 18357 BRKEY 18420 NBI No. 18420 On Under 1 Structure No. 5702 0373 X Control No. 002 Lane Ind. Milepoint 03730 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 113 Location 3.8 MI. E. KAY CO. Sufficiency 89.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 31.689931 School Bus Rte. 1 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18420 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 84ft. R.C. BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5702 0373 X H Index 99.4413 Latitude 36:40:47.13 Longitude -96:59:59.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18420 Vault Link http://plansrv1/bridgemaintvault/b18420 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.67975833 Longitude DD -96.99998611 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18357 x -10797989.0607198 y 4394562.73665894
18419	3304 0220 X	18419	Jackson	U.S. 62	BITTER CREEK O'FLOW	3304 0220 X	3-10ft.X10ft.X190ft. RDY. R.C.BOX	1973	34.63743889	-99.38149167	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 18356 BRKEY 18419 NBI No. 18419 On Under 1 Structure No. 3304 0220 X Control No. 004 Lane Ind. Milepoint 02200 Facility Carried U.S. 62 Feature Intersected BITTER CREEK O'FLOW Division 05 County 065 Location 2.2 MI E S.H. 6 Sufficiency 87.8 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 7 Appr. Roadway Width 78.002 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.99 HS Inv. Rating Method 1 HS Inv. Method 65.25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18419 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X10ft.X190ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 0220 X H Index 89.32 Latitude 34:38:14.78 Longitude -99:22:53.37 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18419 Vault Link http://plansrv1/bridgemaintvault/b18419 GIS FO/SD Meets Standards H Inv. Method 36.23 Latitude DD 34.63743889 Longitude DD -99.38149167 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18356 x -11063097.0469804 y 4114719.04397126
18418	3630 0147 X	18418	Kay	U.S. 60	CREEK	3630 0147 X	3-10ft.X 12ft.X 175ft. R.C. BOX	1973	36.68816111	-97.25708056	31.916	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	65.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6800	2022	5	Unmatched
Raw data OBJECTID 18355 BRKEY 18418 NBI No. 18418 On Under 1 Structure No. 3630 0147 X Control No. 030 Lane Ind. Milepoint 01470 Facility Carried U.S. 60 Feature Intersected CREEK Division 04 County 071 Location 1.4 MI E US 177 Sufficiency 65.2 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 6800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 31.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.6 HS Inv. Rating Method 1 HS Inv. Method 29.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18418 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 12ft.X 175ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0147 X H Index 100 Latitude 36:41:17.38 Longitude -97:15:25.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18418 Vault Link http://plansrv1/bridgemaintvault/b18418 GIS FO/SD Meets Standards H Inv. Method 16.2 Latitude DD 36.68816111 Longitude DD -97.25708056 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18355 x -10826608.6839796 y 4395729.14534923
18696	0108 1166 X	18696	Adair	U.S. 62	BEN KNIGHT CREEK	0108 1166 X	(12'-14'-12')X 10'X 171' R.C.B. SK. 52 DEG.	1974	35.98887778	-94.62406667	54.134	0	—	3	38	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 18352 BRKEY 18696 NBI No. 18696 On Under 1 Structure No. 0108 1166 X Control No. 008 Lane Ind. Milepoint 11660 Facility Carried U.S. 62 Feature Intersected BEN KNIGHT CREEK Division 01 County 001 Location 11.6 MI.E.CHEROKEE CL Sufficiency 97 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.03 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 1974 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 38 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 20 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 26.09759 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18696 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12'-14'-12')X 10'X 171' R.C.B. SK. 52 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0108 1166 X H Index 96.3354 Latitude 35:59:19.96 Longitude -94:37:26.64 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18696 NBI Text 18696 Vault Link http://plansrv1/bridgemaintvault/b18696 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.98887778 Longitude DD -94.62406667 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18352 x -10533502.9184932 y 4299091.0796255
18695	6347 0974 X	18695	Pottawatomie	S.H. 102	CREEK	6347 0974 X	2-10ft.X 10ft.X 49ft. RDY	1974	35.11796389	-97.05411667	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	590	2022	5	Unmatched
Raw data OBJECTID 18351 BRKEY 18695 NBI No. 18695 On Under 1 Structure No. 6347 0974 X Control No. 047 Lane Ind. Milepoint 09740 Facility Carried S.H. 102 Feature Intersected CREEK Division 03 County 125 Location 9.7 MI N SH 39 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 590 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 99.99 HS Inv. Rating Method 2 HS Inv. Method 61.15 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 944 Future ADT Year 2042 Bypass Detour 9.941939 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 18695 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 49ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6347 0974 X H Index 95.1332 Latitude 35:07:04.67 Longitude -97:03:14.82 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 102 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18695 Vault Link http://plansrv1/bridgemaintvault/b18695 GIS FO/SD Meets Standards H Inv. Method 33.97 Latitude DD 35.11796389 Longitude DD -97.05411667 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18351 x -10804014.8470954 y 4179923.54322445
18694	1132 0179 X	18694	Cherokee	U.S. 62	ROCKY CREEK	1132 0179 X	(12ft.-14ft.-12ft.)X 6ft.X 1	1974	35.926736	-94.929497	58.071	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	8900	2022	5	Unmatched
Raw data OBJECTID 18350 BRKEY 18694 NBI No. 18694 On Under 1 Structure No. 1132 0179 X Control No. 032 Lane Ind. Milepoint 01790 Facility Carried U.S. 62 Feature Intersected ROCKY CREEK Division 01 County 021 Location 1.8 MI NE SH 51 Sufficiency 80 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 53.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1974 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 58.071 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 99.897848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0 Max Measured Clearance 0 Min Measured Clearance 0 NBI Rating 18694 ODOT County 11 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 6ft.X 1 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1132 0179 X H Index 98.0035 Latitude 35:55:36.25 Longitude -94:55:46.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 0 NBI Text 18694 Vault Link http://plansrv1/bridgemaintvault/b18694 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.926736 Longitude DD -94.929497 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18350 x -10567503.2673016 y 4290545.03576109
18693	5505 0098 X	18693	Oklahoma	I-44	CREEK	5505 0098 X	5-10ft X 6ft X 285ft R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS	1974	35.40984444	-97.5773	54.301	0	—	5	10	9	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	128300	2022	5	Unmatched
Raw data OBJECTID 18349 BRKEY 18693 NBI No. 18693 On Under 1 Structure No. 5505 0098 X Control No. 005 Lane Ind. Milepoint 00980 Facility Carried I-44 Feature Intersected CREEK Division 04 County 109 Location 0.9 MI N I-240 Sufficiency 67 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 86.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1974 ADT Total 128300 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 5 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 9 Fill RCB 14 Appr. Roadway Width 150 Span Type Main M Material 1 - Concrete Design 19 Length 54.301 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 334.5 HS Inv. Rating Method 1 HS Inv. Method 200.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 205280 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18693 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 5-10ft X 6ft X 285ft R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0098 X H Index 98.743 Latitude 35:24:35.44 Longitude -97:34:38.28 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18693 Vault Link http://plansrv1/bridgemaintvault/b18693 GIS FO/SD Meets Standards H Inv. Method 178.2 Latitude DD 35.40984444 Longitude DD -97.5773 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18349 x -10862255.3489825 y 4219717.79409663
18692	6629 0076 X	18692	Rogers	S.H. 28A	DOG CREEK	6629 0076 X	3-14ft.X12ft.X54ft. RCB SK	1974	36.43766944	-95.50341111	54.134	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 18348 BRKEY 18692 NBI No. 18692 On Under 1 Structure No. 6629 0076 X Control No. 029 Lane Ind. Milepoint 00760 Facility Carried S.H. 28A Feature Intersected DOG CREEK Division 08 County 131 Location .8 MI E JCT SH 66 Sufficiency 95.4 Kind Hwy 3 Level Service 1 Route No. 0028A Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 26.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 67.1 HS Inv. Rating Method 2 HS Inv. Method 40.3 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2560 Future ADT Year 2042 Bypass Detour 13.048795 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18692 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-14ft.X12ft.X54ft. RCB SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6629 0076 X H Index 67 Latitude 36:26:15.61 Longitude -95:30:12.28 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 28A Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18692 Vault Link http://plansrv1/bridgemaintvault/b18692 GIS FO/SD Meets Standards H Inv. Method 22.3 Latitude DD 36.43766944 Longitude DD -95.50341111 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18348 x -10631391.0937859 y 4361012.3373129
18602	3630 0248NX	18602	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0248NX	(16)-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS	1973	36.68833333	-97.23916667	399.934	43.701	—	16	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18346 BRKEY 18602 NBI No. 18602 On Under 1 Structure No. 3630 0248NX Control No. 030 Lane Ind. N Milepoint 02480 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.4 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 16 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 399.934 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18602 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (16)-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0248NX H Index 90.5256 Latitude 36:41:18 Longitude -97:14:21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18602 Vault Link http://plansrv1/bridgemaintvault/b18602 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.68833333 Longitude DD -97.23916667 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18346 x -10824614.5188667 y 4395753.05292546
18601	1214 0463 X	18601	Choctaw	S.H. 93	LONG CREEK	1214 0463 X	50ft.(3-90ft. CONT.)50ft.	1973	34.06428889	-95.46924167	370	44	—	5	0	2	42	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.5	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1700	2022	5	Unmatched
Raw data OBJECTID 18345 BRKEY 18601 NBI No. 18601 On Under 1 Structure No. 1214 0463 X Control No. 014 Lane Ind. Milepoint 04630 Facility Carried S.H. 93 Feature Intersected LONG CREEK Division 02 County 023 Location 4.6 MI. N. JCT.US70 Sufficiency 80.5 Kind Hwy 3 Level Service 1 Route No. 00093 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42 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 1973 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 42 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 370 Deck Width 44 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 36.039529 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 18601 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.(3-90ft. CONT.)50ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1214 0463 X H Index 70.9259 Latitude 34:03:51.44 Longitude -95:28:09.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 93 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 019 NBI Text 18601 Vault Link http://plansrv1/bridgemaintvault/b18601 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.06428889 Longitude DD -95.46924167 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18345 x -10627587.3691244 y 4037437.72346343
18600	6242 0201 X	18600	Pontotoc	S.H. 99	S.H. 3 UNDER	6242 0201 X	50ft.(2-130ft. CONT)50ft.	1973	34.725656	-96.634778	366.142	49.541	—	2	48	2	46.25	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Very good (8)	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	2400	2022	5	Unmatched
Raw data OBJECTID 18344 BRKEY 18600 NBI No. 18600 On Under 1 Structure No. 6242 0201 X Control No. Lane Ind. Milepoint Facility Carried S.H. 99 Feature Intersected S.H. 3 UNDER Division 03 County 123 Location 2.4 MI S-E SH 3W JCT Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.25 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 1973 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 48 No. Main Spans 2 Road Width 46.25 Ref. Underclearance Rt. H Underclearance Right 17.06 Underclearance Left 21.982 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.25 Span Type Main M Material 4 - Steel Continuous Design 03 Length 366.142 Deck Width 49.541 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 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 58.3 HS Inv. Rating Method 1 HS Inv. Method 34.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 9.941939 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 18600 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.(2-130ft. CONT)50ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6242 0201 X H Index 83.4979 Latitude 34:43:32.36 Longitude -96:38:05.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 99 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18600 Vault Link http://plansrv1/bridgemaintvault/b18600 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.725656 Longitude DD -96.634778 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18344 x -10757334.279881 y 4126661.10790825
18598	3630 0295SX	18598	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0295SX	12-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS	1973	36.687994	-97.231117	299.869	43.75	—	12	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18342 BRKEY 18598 NBI No. 18598 On Under 1 Structure No. 3630 0295SX Control No. 030 Lane Ind. S Milepoint 02950 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.9 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 299.869 Deck Width 43.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 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 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18598 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0295SX H Index 92.9265 Latitude 36:41:16.78 Longitude -97:13:52.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18598 Vault Link http://plansrv1/bridgemaintvault/b18598 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.687994 Longitude DD -97.231117 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18342 x -10823718.4337012 y 4395705.94719426
18597	3630 0295NX	18597	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0295NX	12-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS	1973	36.688367	-97.231181	299.869	43.75	—	12	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18341 BRKEY 18597 NBI No. 18597 On Under 1 Structure No. 3630 0295NX Control No. 030 Lane Ind. N Milepoint 02950 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.9 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 299.869 Deck Width 43.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 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 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18597 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0295NX H Index 90.2056 Latitude 36:41:18.12 Longitude -97:13:52.25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18597 Vault Link http://plansrv1/bridgemaintvault/b18597 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.688367 Longitude DD -97.231181 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18341 x -10823725.5581486 y 4395757.7270003
18510	6034T0736 X	18510	Payne	CO. RD. N3460	CIMARRON TP UNDER	6034T0736 X	2-75ft. PC BEAM	1973	36.22475	-96.83663611	150	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3650	2022	5	Unmatched
Raw data OBJECTID 18340 BRKEY 18510 NBI No. 18510 On Under 1 Structure No. 6034T0736 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3460 Feature Intersected CIMARRON TP UNDER Division 04 County 119 Location 5 MIS E GLENCOE Sufficiency 76.1 Kind Hwy 4 Level Service 1 Route No. N3460 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3650 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150 Deck Width 27.001 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 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 60.4 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5840 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1702 Max Measured Clearance 1705 Min Measured Clearance 1702 NBI Rating 18510 ODOT County 60 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6034T0736 X H Index 98.9049 Latitude 36:13:29.1 Longitude -96:50:11.89 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3460 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 33.68 NBI Text 18510 Vault Link http://plansrv1/bridgemaintvault/b18510 GIS FO/SD FO H Inv. Method 32.7 Latitude DD 36.22475 Longitude DD -96.83663611 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18340 x -10779805.0218987 y 4331590.85674359
18509	5931T0597 X	18509	Pawnee	CO. RD. N3530	CIMARRON TP UNDER	5931T0597 X	2-75ft. PC BEAM SPANS	1973	36.22462222	-96.7127	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.4	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18339 BRKEY 18509 NBI No. 18509 On Under 1 Structure No. 5931T0597 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3530 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 2 MI'S SW MARAMEC Sufficiency 73.4 Kind Hwy 4 Level Service 1 Route No. N3530 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 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 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.2 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1611 Min Measured Clearance 1608 NBI Rating 18509 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T0597 X H Index 99.8839 Latitude 36:13:28.64 Longitude -96:42:45.72 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3530 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 40.61 NBI Text 18509 Vault Link http://plansrv1/bridgemaintvault/b18509 GIS FO/SD FO H Inv. Method 30 Latitude DD 36.22462222 Longitude DD -96.7127 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18339 x -10766008.5172426 y 4331573.22403906
18508	5238T0561 X	18508	Noble	CO. RD. N3240	CIMARRON TP UNDER	5238T0561 X	2-78ft. PC BEAM SPANS, SK 75 LF	1973	36.39648333	-97.22903889	158.999	27.001	—	2	15	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3030	2022	5	Unmatched
Raw data OBJECTID 18338 BRKEY 18508 NBI No. 18508 On Under 1 Structure No. 5238T0561 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3240 Feature Intersected CIMARRON TP UNDER Division 04 County 103 Location 3 MIS E JCT US 77 Sufficiency 74.1 Kind Hwy 4 Level Service 1 Route No. N3240 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.934 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3030 ADT Year 2022 Design Load H 20 Skew 15 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 158.999 Deck Width 27.001 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 57.541 HS Inv. Rating Method 1 HS Inv. Method 34.392 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4848 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1702 Max Measured Clearance 1707 Min Measured Clearance 1702 NBI Rating 18508 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-78ft. PC BEAM SPANS, SK 75 LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5238T0561 X H Index 99.8813 Latitude 36:23:47.34 Longitude -97:13:44.54 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3240 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05.49 NBI Text 18508 Vault Link http://plansrv1/bridgemaintvault/b18508 GIS FO/SD FO H Inv. Method 29.983 Latitude DD 36.39648333 Longitude DD -97.22903889 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18338 x -10823487.0995542 y 4355314.90881146
18507	5239T0561 X	18507	Noble	CO. RD. E0520	CIMARRON TP UNDER	5239T0561 X	2-78ft. P. C. BEAM SPANS	1973	36.26095833	-96.97321944	155.84	27.001	—	2	17	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18337 BRKEY 18507 NBI No. 18507 On Under 1 Structure No. 5239T0561 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0520 Feature Intersected CIMARRON TP UNDER Division 04 County 103 Location 1 MI N COUNTY LINE Sufficiency 71.9 Kind Hwy 4 Level Service 1 Route No. E0520 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 17 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 27.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155.84 Deck Width 27.001 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 52.25 HS Inv. Rating Method 1 HS Inv. Method 31.306 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1702 Max Measured Clearance 1711 Min Measured Clearance 1702 NBI Rating 18507 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-78ft. P. C. BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5239T0561 X H Index 99.897 Latitude 36:15:39.45 Longitude -96:58:23.59 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E0520 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25.16 NBI Text 18507 Vault Link http://plansrv1/bridgemaintvault/b18507 GIS FO/SD FO H Inv. Method 28.44 Latitude DD 36.26095833 Longitude DD -96.97321944 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18337 x -10795009.4086452 y 4336588.50251498
18506	6034T0536 X	18506	Payne	CO. RD. N3440	CIMARRON TP UNDER	6034T0536 X	2-75ft. PC BEAM SPANS	1973	36.22521667	-96.87221389	150	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.1	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3650	2022	5	Unmatched
Raw data OBJECTID 18336 BRKEY 18506 NBI No. 18506 On Under 1 Structure No. 6034T0536 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3440 Feature Intersected CIMARRON TP UNDER Division 04 County 119 Location 3 MI E GLENCOE Sufficiency 76.1 Kind Hwy 4 Level Service 1 Route No. N3440 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3650 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 60.4 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5840 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1705 Min Measured Clearance 1701 NBI Rating 18506 ODOT County 60 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6034T0536 X H Index 100 Latitude 36:13:30.78 Longitude -96:52:19.97 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3440 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 31.69 NBI Text 18506 Vault Link http://plansrv1/bridgemaintvault/b18506 GIS FO/SD FO H Inv. Method 32.7 Latitude DD 36.22521667 Longitude DD -96.87221389 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18336 x -10783765.5222519 y 4331655.25403187
18505	5239T0456 X	18505	Noble	CO. RD. E0510	CIMARRON TP UNDER	5239T0456 X	80ft. -76ft. PC BEAM SPANS, SK 83 RF	1973	36.27545	-96.97869167	155.84	27.001	—	2	17	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.5	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5570	2022	5	Unmatched
Raw data OBJECTID 18335 BRKEY 18505 NBI No. 18505 On Under 1 Structure No. 5239T0456 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0510 Feature Intersected CIMARRON TP UNDER Division 04 County 103 Location 2 MIS N COUNTY LINE Sufficiency 67.5 Kind Hwy 4 Level Service 1 Route No. E0510 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5570 ADT Year 2022 Design Load H 20 Skew 17 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155.84 Deck Width 27.001 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 45.966 HS Inv. Rating Method 1 HS Inv. Method 27.448 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8912 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1708 Max Measured Clearance 1801 Min Measured Clearance 1705 NBI Rating 18505 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft. -76ft. PC BEAM SPANS, SK 83 RF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5239T0456 X H Index 90.3419 Latitude 36:16:31.62 Longitude -96:58:43.29 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E0510 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 24.12 NBI Text 18505 Vault Link http://plansrv1/bridgemaintvault/b18505 GIS FO/SD FO H Inv. Method 25.022 Latitude DD 36.27545 Longitude DD -96.97869167 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18335 x -10795618.5745023 y 4338589.3607427
18596	3630 0214SX	18596	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0214SX	12-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS	1973	36.688086	-97.245303	299.869	43.75	—	12	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18323 BRKEY 18596 NBI No. 18596 On Under 1 Structure No. 3630 0214SX Control No. 030 Lane Ind. S Milepoint 02140 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.1 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 299.869 Deck Width 43.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18596 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 12-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0214SX H Index 94.7707 Latitude 36:41:17.11 Longitude -97:14:43.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18596 Vault Link http://plansrv1/bridgemaintvault/b18596 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.688086 Longitude DD -97.245303 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18323 x -10825297.6119976 y 4395718.71859762
18595	3630 0214NX	18595	Kay	U.S. 60	CHIKASKIA RIVER O'FLOW	3630 0214NX	(12) -25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS	1973	36.688456	-97.245328	299.869	43.701	—	12	0	2	40.748	1 - Concrete	Slab (01)	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	3400	2022	5	Unmatched
Raw data OBJECTID 18322 BRKEY 18595 NBI No. 18595 On Under 1 Structure No. 3630 0214NX Control No. 030 Lane Ind. N Milepoint 02140 Facility Carried U.S. 60 Feature Intersected CHIKASKIA RIVER O'FLOW Division 04 County 071 Location 2.1 MI E US 177 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40.748 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 1973 ADT Total 3400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 12 Road Width 40.748 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 01 Length 299.869 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18595 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (12) -25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0214NX H Index 95.5568 Latitude 36:41:18.44 Longitude -97:14:43.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18595 Vault Link http://plansrv1/bridgemaintvault/b18595 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.688456 Longitude DD -97.245328 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18322 x -10825300.3949849 y 4395770.08200454
18594	7286 1448 X	18594	Tulsa	UNION AVE.	U.S. 64 UNDER	7286 1448 X	100ft.-105ft.-100ft. CONT.	1973	36.15555556	-96.01138889	305	37.799	—	3	7	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.1	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 18321 BRKEY 18594 NBI No. 18594 On Under 1 Structure No. 7286 1448 X Control No. Lane Ind. Milepoint Facility Carried UNION AVE. Feature Intersected U.S. 64 UNDER Division 08 County 143 Location 14.1 MI S-E OSAGE CO Sufficiency 78.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 25.997 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1973 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 25.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 305 Deck Width 37.799 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.7 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1503 Max Measured Clearance 1601 Min Measured Clearance 1500 NBI Rating 18594 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description 100ft.-105ft.-100ft. CONT. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 1448 X H Index 97.2276 Latitude 36:09:20 Longitude -96:00:41 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name UNION AVE. 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 18594 Vault Link http://plansrv1/bridgemaintvault/b18594 GIS FO/SD FO H Inv. Method 20.6 Latitude DD 36.15555556 Longitude DD -96.01138889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 18321 x -10687938.9215898 y 4322046.74160493
18593	5238T0863 X	18593	Noble	CIMARRON TP	CO. RD. N3270 & BNSF R.R	5238T0863 X	90ft.-100ft.-90ft. PC BEAM SPANS, SK 75 LF	1973	36.39189722	-97.17564444	280.84	86.001	—	3	15	4	65	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	4700	2022	5	Unmatched
Raw data OBJECTID 18320 BRKEY 18593 NBI No. 18593 On Under 1 Structure No. 5238T0863 X Control No. 038 Lane Ind. Milepoint 08630 Facility Carried CIMARRON TP Feature Intersected CO. RD. N3270 & BNSF R.R Division 04 County 103 Location .2 MI S SH 11 Sufficiency 69 Kind Hwy 8 Level Service 1 Route No. N3270 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 33.999 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 4700 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 65 Ref. Underclearance Rt. R Underclearance Right 18.373 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 47.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 280.84 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. 1 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.4 HS Inv. Rating Method 1 HS Inv. Method 41.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7520 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1901 Max Measured Clearance 2010 Min Measured Clearance 1909 NBI Rating 18593 ODOT County 52 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 90ft.-100ft.-90ft. PC BEAM SPANS, SK 75 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5238T0863 X H Index 97.216 Latitude 36:23:30.83 Longitude -97:10:32.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CIMARRON TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08.51 NBI Text 18593 Vault Link http://plansrv1/bridgemaintvault/b18593 GIS FO/SD Meets Standards H Inv. Method 37 Latitude DD 36.39189722 Longitude DD -97.17564444 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18320 x -10817543.256569 y 4354680.68194598