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
28141	6336 0008EX	28141	—	S.H. 99 NB	SHAN CREEK	6336F0008WX	3-30M SPANS, 11.4M CLR. W/ TR4ft.S	2009	35.40204167	-96.66976667	297.001	38.999	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2850	2022	5	Unmatched
Raw data OBJECTID 27781 BRKEY 28141 NBI No. 28141 On Under 1 Structure No. 6336 0008EX Control No. 036 Lane Ind. E Milepoint 00080 Facility Carried S.H. 99 NB Feature Intersected SHAN CREEK Division 03 County 125 Location .1N. SEMINOLE C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 2850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 297.001 Deck Width 38.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.8 HS Inv. Rating Method 3 HS Inv. Method 48.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4560 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 -1 Min Measured Clearance -1 NBI Rating 28141 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-30M SPANS, 11.4M CLR. W/ TR4ft.S Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6336F0008WX H Index 100 Latitude 35:24:07.35 Longitude -96:40:11.16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 NB 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 28141 Vault Link http://plansrv1/bridgemaintvault/b28141 GIS FO/SD Meets Standards H Inv. Method 48.2 Latitude DD 35.40204167 Longitude DD -96.66976667 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27781 x -10761229.200809 y 4218652.11528332
28409	6724R1060 X	28409	—	S.H. 56	I-40 UNDER		40ft.-(2-100ft. CONT.) -55ft. ROLLED BEAM AND PLATE GIRDER SPANS X 40ft. CLR. RDY. WITH TR-4 CONCRETE TRAFFIC RAILS	1901	35.316667	-95.559722	295	-1	—	4	0	-1	-1	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	-1	2004	5	Unmatched
Raw data OBJECTID 27771 BRKEY 28409 NBI No. 28409 On Under 1 Structure No. 6724R1060 X Control No. 024 Lane Ind. Milepoint 10600 Facility Carried S.H. 56 Feature Intersected I-40 UNDER Division 03 County 133 Location JUNCTION S.H. 56 AND I-40 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. SH 56 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total -1 ADT Year 2004 Design Load Other or Unknown Skew 0 No. Main Spans 4 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 4 - Steel Continuous Design 02 Length 295 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2024 Bypass Detour 0 School Bus Rte. Posted Weight -1 Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28409 ODOT County 67 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. 0 Nav. VC -1 Bridge Med. 1 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-(2-100ft. CONT.) -55ft. ROLLED BEAM AND PLATE GIRDER SPANS X 40ft. CLR. RDY. WITH TR-4 CONCRETE TRAFFIC RAILS Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28409 Vault Link http://plansrv1/bridgemaintvault/b28409 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.316667 Longitude DD -95.559722 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27771 x -10637659.5933868 y 4206998.62967767
28135	1649 0998 XR	28135	—	I-44 RAMP N-W	POST RD. UNDER	1649F0998 X	60ft.-70ft.-60ft. PC BEAM SPANS, 29ft. CLR.RDY. W/ F-SHAPED PARAPET, SK 38.9 DEG. LF	2007	34.63916667	-98.38916667	193.999	32.001	—	3	39	1	28.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	Fair (5)	Satisfactory (6)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	26600	2022	5	Unmatched
Raw data OBJECTID 27757 BRKEY 28135 NBI No. 28135 On Under 1 Structure No. 1649 0998 XR Control No. 049 Lane Ind. Milepoint 09980 Facility Carried I-44 RAMP N-W Feature Intersected POST RD. UNDER Division 07 County 031 Location 0.1N OF U.S. 62 Sufficiency 83 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2007 ADT Total 26600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 39 No. Main Spans 3 Road Width 28.999 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 29.029 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 193.999 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 42560 Future ADT Year 2042 Bypass Detour 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 1801 Min Measured Clearance 1705 NBI Rating 28135 ODOT County 16 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 60ft.-70ft.-60ft. PC BEAM SPANS, 29ft. CLR.RDY. W/ F-SHAPED PARAPET, SK 38.9 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1649F0998 X H Index 98.6969 Latitude 34:38:21 Longitude -98:23:21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 RAMP N-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 136A NBI Text 28135 Vault Link http://plansrv1/bridgemaintvault/b28135 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 34.63916667 Longitude DD -98.38916667 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27757 x -10952631.9332789 y 4114952.81371011
28133	3210 0216 X	28133	—	U.S. 270	SALT CREEK	3210F0216 X	3-85ft. PC BEAM SPANS W/ TR4 RAIL	2008	34.95349722	-96.20611111	272.001	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2900	2022	5	Unmatched
Raw data OBJECTID 27755 BRKEY 28133 NBI No. 28133 On Under 1 Structure No. 3210 0216 X Control No. 010 Lane Ind. Milepoint 02160 Facility Carried U.S. 270 Feature Intersected SALT CREEK Division 03 County 063 Location 2.2E OF JCT U.S. 75 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2008 ADT Total 2900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 272.001 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4640 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28133 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-85ft. PC BEAM SPANS W/ TR4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3210F0216 X H Index 99.9964 Latitude 34:57:12.59 Longitude -96:12:22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28133 Vault Link http://plansrv1/bridgemaintvault/b28133 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 34.95349722 Longitude DD -96.20611111 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27755 x -10709615.2999663 y 4157563.39636012
28317	5108 0552 X	28317	—	U.S. 64	ASH CREEK	-1	2-100ft. TYPE IV PC BEAM	2008	35.78796667	-95.66492222	200.499	42.001	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.8	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	3700	2022	5	Unmatched
Raw data OBJECTID 27743 BRKEY 28317 NBI No. 28317 On Under 1 Structure No. 5108 0552 X Control No. 008 Lane Ind. Milepoint 05520 Facility Carried U.S. 64 Feature Intersected ASH CREEK Division 01 County 101 Location 3.58N JCT S.H. 16/U.S. 64 Sufficiency 87.8 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2008 ADT Total 3700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 50 Underclearance Left 50 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 200.499 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 42.299998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting NR Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28317 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. TYPE IV PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8499 Latitude 35:47:16.68 Longitude -95:39:53.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28317 Vault Link http://plansrv1/bridgemaintvault/b28317 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.78796667 Longitude DD -95.66492222 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27743 x -10649370.4283085 y 4271484.99833858
28126	6336 0041EX	28126	—	S.H. 99 NB	SHAN CREEK	6336F0041WX	110ft. P.C. BM. SPANS	2009	35.40672222	-96.66908611	110	38.999	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2850	2022	5	Unmatched
Raw data OBJECTID 27730 BRKEY 28126 NBI No. 28126 On Under 1 Structure No. 6336 0041EX Control No. 036 Lane Ind. E Milepoint 00410 Facility Carried S.H. 99 NB Feature Intersected SHAN CREEK Division 03 County 125 Location .5 MI. N. SEMINOLE CO. Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 2850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 110 Deck Width 38.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74.9 HS Inv. Rating Method 3 HS Inv. Method 57.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4560 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 -1 Min Measured Clearance -1 NBI Rating 28126 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 110ft. P.C. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6336F0041WX H Index 100 Latitude 35:24:24.2 Longitude -96:40:08.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 NB 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 28126 Vault Link http://plansrv1/bridgemaintvault/b28126 GIS FO/SD Meets Standards H Inv. Method 57.3 Latitude DD 35.40672222 Longitude DD -96.66908611 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27730 x -10761153.4412163 y 4219291.35831686
28125	6732 1029EX	28125	—	S.H. 99	N. CANADIAN RIVER O'FLOW	6732F1029WX	2-100ft. P.C. BM. SPANS	2009	35.39612778	-96.67062778	197.5	41.001	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2900	2022	5	Unmatched
Raw data OBJECTID 27729 BRKEY 28125 NBI No. 28125 On Under 1 Structure No. 6732 1029EX Control No. 032 Lane Ind. E Milepoint 10290 Facility Carried S.H. 99 Feature Intersected N. CANADIAN RIVER O'FLOW Division 03 County 133 Location .2 MI. S. POTT C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 2900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.5 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.8 HS Inv. Rating Method 3 HS Inv. Method 48.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4640 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 -1 Min Measured Clearance -1 NBI Rating 28125 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. P.C. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6732F1029WX H Index 100 Latitude 35:23:46.06 Longitude -96:40:14.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28125 Vault Link http://plansrv1/bridgemaintvault/b28125 GIS FO/SD Meets Standards H Inv. Method 48.1 Latitude DD 35.39612778 Longitude DD -96.67062778 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27729 x -10761325.0591357 y 4217844.4827208
28311	5542 0383 X	28311	—	I-235	NW 36TH ST. UNDER	-1	148ft. PLATE GIRDER SPAN SK. 18.5 DEG. W/ F-SHAPED RAILS	2008	35.5081	-97.514392	147.999	129.003	—	1	19	7	123.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	83500	2022	5	Unmatched
Raw data OBJECTID 27719 BRKEY 28311 NBI No. 28311 On Under 1 Structure No. 5542 0383 X Control No. 042 Lane Ind. Milepoint 03830 Facility Carried I-235 Feature Intersected NW 36TH ST. UNDER Division 04 County 109 Location 3.8 MI. N OF I 40 Sufficiency 91.7 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2008 ADT Total 83500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 19 No. Main Spans 1 Road Width 123.999 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 60 Deck Structure Type 1 No. Lanes 7 Fill RCB Appr. Roadway Width 123.999 Span Type Main M Material 3 - Steel Design 02 Length 147.999 Deck Width 129.003 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 113 HS Inv. Rating Method 1 HS Inv. Method 68 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 133600 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1804 Max Measured Clearance 1911 Min Measured Clearance 1807 NBI Rating 28311 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 148ft. PLATE GIRDER SPAN SK. 18.5 DEG. W/ F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 79.8091 Latitude 35:30:29.16 Longitude -97:30:51.81 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-235 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28311 Vault Link http://plansrv1/bridgemaintvault/b28311 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.5081 Longitude DD -97.514392 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27719 x -10855252.4624557 y 4233146.08573242
28310	0802 1151 X	28310	—	U.S. 62	HOG CREEK	-1	12-14-12 X 14 X 125 RCB SKEW 25 L FWD	2009	35.00223056	-98.35651111	40.299	0	—	3	25	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 27718 BRKEY 28310 NBI No. 28310 On Under 1 Structure No. 0802 1151 X Control No. 002 Lane Ind. Milepoint 11510 Facility Carried U.S. 62 Feature Intersected HOG CREEK Division 07 County 015 Location 7.0 MI N SH-19 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2009 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 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 10 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 40.299 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 0.745645 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28310 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 12-14-12 X 14 X 125 RCB SKEW 25 L FWD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:00:08.03 Longitude -98:21:23.44 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06 NBI Text 28310 Vault Link http://plansrv1/bridgemaintvault/b28310 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.00223056 Longitude DD -98.35651111 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27718 x -10948996.7329682 y 4164184.2723902
28309	0802 0820 X	28309	—	U.S. 62	CREEK	-1	3-12 X 8 X 110 RCB SKEW 90	2013	34.95361111	-98.35638889	36.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.3	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 27717 BRKEY 28309 NBI No. 28309 On Under 1 Structure No. 0802 0820 X Control No. 002 Lane Ind. Milepoint 08200 Facility Carried U.S. 62 Feature Intersected CREEK Division 07 County 015 Location 3.8 MI N JCT. SH-19 Sufficiency 95.3 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2013 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 36.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 31.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance N Min Measured Clearance N NBI Rating 28309 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12 X 8 X 110 RCB SKEW 90 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:57:13 Longitude -98:21:23 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05 NBI Text 28309 Vault Link http://plansrv1/bridgemaintvault/b28309 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.95361111 Longitude DD -98.35638889 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27717 x -10948983.1275 y 4157578.86478124
28216	0106 1066WX	28216	—	U.S. 59 SB	ILLINOIS RIVER	-1	4 - 138ft. BULB TEE SPANS W/ 38ft. CLR.RDY., F-SHAPED PARAPETS	2009	36.12928611	-94.572375	553.501	41.001	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3750	2022	5	Unmatched
Raw data OBJECTID 27714 BRKEY 28216 NBI No. 28216 On Under 1 Structure No. 0106 1066WX Control No. 006 Lane Ind. W Milepoint 10660 Facility Carried U.S. 59 SB Feature Intersected ILLINOIS RIVER Division 01 County 001 Location 10.6N JCT US62/US59 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 3750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 553.501 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 112 HS Inv. Rating Method 1 HS Inv. Method 59.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6000 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 N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28216 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4 - 138ft. BULB TEE SPANS W/ 38ft. CLR.RDY., F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 97.408 Latitude 36:07:45.43 Longitude -94:34:20.55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28216 NBI Text 28216 Vault Link http://plansrv1/bridgemaintvault/b28216 GIS FO/SD Meets Standards H Inv. Method 34.1 Latitude DD 36.12928611 Longitude DD -94.572375 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27714 x -10527748.6281105 y 4318425.55477474
28213	5542 0210EX	28213	—	I-235 NB	16ST/23 ST/R.R./RAMP UND	5542 0210 X	165ft.-156.78ft.-129.7ft. STEEL CONT. MULTIPLE BOX BEAMS	1989	35.485419	-97.510639	4111.6	60	—	3	0	3	58	4 - Steel Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.6	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46000	2022	5	Unmatched
Raw data OBJECTID 27711 BRKEY 28213 NBI No. 28213 On Under 1 Structure No. 5542 0210EX Control No. 042 Lane Ind. E Milepoint 02100 Facility Carried I-235 NB Feature Intersected 16ST/23 ST/R.R./RAMP UND Division 04 County 109 Location 2.1 MI N OF I-40 Sufficiency 93.6 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 58 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 1989 ADT Total 46000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 58 Ref. Underclearance Rt. H Underclearance Right 2 Underclearance Left 2 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 58 Span Type Main M Material 4 - Steel Continuous Design 05 Length 4111.6 Deck Width 60 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N 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 73600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1800 Max Measured Clearance 1806 Min Measured Clearance 1803 NBI Rating 28213 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 165ft.-156.78ft.-129.7ft. STEEL CONT. MULTIPLE BOX BEAMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0210 X H Index 98.7039 Latitude 35:29:07.51 Longitude -97:30:38.3 I257A 1 I257B 0 I257C 0 I257D 0 I257E 0 I263 2 Roadway Name I-235 NB Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28213 Vault Link http://plansrv1/bridgemaintvault/b28213 GIS FO/SD FO H Inv. Method 35.7 Latitude DD 35.485419 Longitude DD -97.510639 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27711 x -10854834.6804067 y 4230044.88510649
28124	6732 1051EX	28124	—	S.H. 99	N. CANADIAN RIVER	6732F1051WX	3-98.4ft., 1-111ft.- 4-98.4ft. P.C. BM. SPANS	2009	35.39894167	-96.67021944	804	42	—	8	0	2	40	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2900	2022	5	Unmatched
Raw data OBJECTID 27710 BRKEY 28124 NBI No. 28124 On Under 1 Structure No. 6732 1051EX Control No. 032 Lane Ind. E Milepoint 10510 Facility Carried S.H. 99 Feature Intersected N. CANADIAN RIVER Division 03 County 133 Location POTT-SEMINOLE C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2009 ADT Total 2900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 8 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 6 - Prestressed Concrete Continuous Design 02 Length 804 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.8 HS Inv. Rating Method 3 HS Inv. Method 48.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28124 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-98.4ft., 1-111ft.- 4-98.4ft. P.C. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6732F1051WX H Index 99.7457 Latitude 35:23:56.19 Longitude -96:40:12.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 28124 Vault Link http://plansrv1/bridgemaintvault/b28124 GIS FO/SD Meets Standards H Inv. Method 48.1 Latitude DD 35.39894167 Longitude DD -96.67021944 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27710 x -10761279.6029348 y 4218228.75525576
28123	5030 0013 X	28123	—	S.H. 77D	HONEY CREEK	5030F0013WX	55ft.-65ft.-55ft. CONT. CONC. RIGID FRAME; 40ft. CLR	2007	34.4471	-97.13345833	177.001	42.3	—	3	0	2	40	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	180	2022	5	Unmatched
Raw data OBJECTID 27709 BRKEY 28123 NBI No. 28123 On Under 1 Structure No. 5030 0013 X Control No. 030 Lane Ind. Milepoint 00130 Facility Carried S.H. 77D Feature Intersected HONEY CREEK Division 07 County 099 Location .1 E. JCT. US-77 Sufficiency 99.9 Kind Hwy 3 Level Service 1 Route No. 0077D Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2007 ADT Total 180 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 177.001 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.2 HS Inv. Rating Method 1 HS Inv. Method 44.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 288 Future ADT Year 2042 Bypass Detour 5.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Y Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 28123 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft.-65ft.-55ft. CONT. CONC. RIGID FRAME; 40ft. CLR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5030F0013WX H Index 91.7162 Latitude 34:26:49.56 Longitude -97:08:00.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 77D Scour 8 Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30-50 NBI Text 28123 Vault Link http://plansrv1/bridgemaintvault/b28123 GIS FO/SD Meets Standards H Inv. Method 26.2 Latitude DD 34.4471 Longitude DD -97.13345833 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27709 x -10812847.1202853 y 4088995.79661588
28120	6326 0834 X	28120	—	S.H. 18	CREEK	6326F0834 X	2-12ft.X6ft.X193ft.-9ft. ft. LONG 45 DEG. SKEW RF	2007	35.41823056	-96.91197778	22.999	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	8600	2022	5	Unmatched
Raw data OBJECTID 27706 BRKEY 28120 NBI No. 28120 On Under 1 Structure No. 6326 0834 X Control No. 026 Lane Ind. Milepoint 08340 Facility Carried S.H. 18 Feature Intersected CREEK Division 03 County 125 Location 4 N. JCT. S.H. 3E Sufficiency 70 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 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 2007 ADT Total 8600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13760 Future ADT Year 2042 Bypass Detour 19.999949 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 28120 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 2-12ft.X6ft.X193ft.-9ft. ft. LONG 45 DEG. SKEW RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6326F0834 X H Index 100 Latitude 35:25:05.63 Longitude -96:54:43.12 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 18 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 28120 Vault Link http://plansrv1/bridgemaintvault/b28120 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.41823056 Longitude DD -96.91197778 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27706 x -10788192.0182386 y 4220863.26013534
27111	6636 0426NX	27111	—	I-44 / U.S. 412	SPUNKY CREEK	6636 0426NX	47ft.-75ft.-47ft. PC BM. SPAN	2001	36.16311667	-95.74550833	168.999	58.99	—	3	0	3	55.774	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	22300	2022	5	Unmatched
Raw data OBJECTID 27698 BRKEY 27111 NBI No. 27111 On Under 1 Structure No. 6636 0426NX Control No. 036 Lane Ind. N Milepoint 04260 Facility Carried I-44 / U.S. 412 Feature Intersected SPUNKY CREEK Division 08 County 131 Location .4E JCT I-44 Sufficiency 96.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 55.774 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 22300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 55.774 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55.774 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 168.999 Deck Width 58.99 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.3 HS Inv. Rating Method 1 HS Inv. Method 34.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 35680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27111 ODOT County 66 Nav. Control 0 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 47ft.-75ft.-47ft. PC BM. SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6636 0426NX H Index 99.2106 Latitude 36:09:47.22 Longitude -95:44:43.83 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 / U.S. 412 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27111 Vault Link http://plansrv1/bridgemaintvault/b27111 GIS FO/SD Meets Standards H Inv. Method 25.8 Latitude DD 36.16311667 Longitude DD -95.74550833 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27698 x -10658341.2330387 y 4323089.24906667
27110	6636 0426SX	27110	—	I-44 / U.S. 412	SPUNKY CREEK	6636 0426SX	47ft.-75ft.-47ft. PC BM. SPAN	2001	36.16275556	-95.7455	168.999	58.99	—	3	0	3	56.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.6	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	22200	2022	5	Unmatched
Raw data OBJECTID 27697 BRKEY 27110 NBI No. 27110 On Under 1 Structure No. 6636 0426SX Control No. 036 Lane Ind. S Milepoint 04260 Facility Carried I-44 / U.S. 412 Feature Intersected SPUNKY CREEK Division 08 County 131 Location .4E JCT I-44 Sufficiency 85.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 56.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 22200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 56.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 168.999 Deck Width 58.99 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.3 HS Inv. Rating Method 1 HS Inv. Method 34.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 35520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27110 ODOT County 66 Nav. Control 0 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 47ft.-75ft.-47ft. PC BM. SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6636 0426SX H Index 99.0845 Latitude 36:09:45.92 Longitude -95:44:43.8 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 / U.S. 412 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27110 Vault Link http://plansrv1/bridgemaintvault/b27110 GIS FO/SD Meets Standards H Inv. Method 25.8 Latitude DD 36.16275556 Longitude DD -95.7455 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27697 x -10658340.3057474 y 4323039.4578116
27107	6326 0709 X	27107	—	S.H. 18	ROCK CREEK	6326 0709 X	3-55ft. PC BEAM SPANS	2004	35.40019444	-96.91205	165.801	85	—	3	0	3	82.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	9400	2022	5	Unmatched
Raw data OBJECTID 27694 BRKEY 27107 NBI No. 27107 On Under 1 Structure No. 6326 0709 X Control No. 026 Lane Ind. Milepoint 07090 Facility Carried S.H. 18 Feature Intersected ROCK CREEK Division 03 County 125 Location 2.7N JCT SH-3E Sufficiency 85.9 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 82.001 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 2004 ADT Total 9400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 82.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 82.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165.801 Deck Width 85 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 5 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.1 HS Inv. Rating Method 3 HS Inv. Method 54.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 15040 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27107 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. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6326 0709 X H Index 98.8465 Latitude 35:24:00.7 Longitude -96:54:43.38 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 27107 Vault Link http://plansrv1/bridgemaintvault/b27107 GIS FO/SD Meets Standards H Inv. Method 54 Latitude DD 35.40019444 Longitude DD -96.91205 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27694 x -10788200.0577323 y 4218399.84127695
27106	5612 0480NX	27106	—	U.S. 266	DEEP FORK CREEK	5612 0480NX	(5) 100ft. PC BEAM SK 30°	2005	35.4787	-95.88453333	502.999	42.201	—	5	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	600	2022	5	Unmatched
Raw data OBJECTID 27693 BRKEY 27106 NBI No. 27106 On Under 1 Structure No. 5612 0480NX Control No. 012 Lane Ind. N Milepoint 04800 Facility Carried U.S. 266 Feature Intersected DEEP FORK CREEK Division 01 County 111 Location 4.80 W OF JCT US-62 Sufficiency 98.8 Kind Hwy 2 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 5 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 502.999 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 66.3 HS Inv. Rating Method 3 HS Inv. Method 49.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 960 Future ADT Year 2042 Bypass Detour 26.718961 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 27106 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description (5) 100ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5612 0480NX H Index 90.4556 Latitude 35:28:43.32 Longitude -95:53:04.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 266 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12-0480N NBI Text 27106 Vault Link http://plansrv1/bridgemaintvault/b27106 GIS FO/SD Meets Standards H Inv. Method 49.4 Latitude DD 35.4787 Longitude DD -95.88453333 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27693 x -10673817.4252463 y 4229126.35614712
27296	0312 0721NX	27296	—	S.H. 3 WB	LITTLE ROCK CREEK	0312 0721 X	85ft. PC BEAM	2002	34.30985	-96.01438056	86.499	42.201	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1950	2022	5	Unmatched
Raw data OBJECTID 27681 BRKEY 27296 NBI No. 27296 On Under 1 Structure No. 0312 0721NX Control No. 012 Lane Ind. N Milepoint 07210 Facility Carried S.H. 3 WB Feature Intersected LITTLE ROCK CREEK Division 02 County 005 Location 7.21 E JCT US-69 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 1950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 86.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93 HS Inv. Rating Method 1 HS Inv. Method 47 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27296 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.083 Rt. Curb SW 1.083 Description 85ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0312 0721 X H Index 88.0819 Latitude 34:18:35.46 Longitude -96:00:51.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 37 NBI Text 27296 Vault Link http://plansrv1/bridgemaintvault/b27296 GIS FO/SD Meets Standards H Inv. Method 34.2 Latitude DD 34.30985 Longitude DD -96.01438056 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27681 x -10688271.9527708 y 4070483.58088645
27295	0312 1122NX	27295	—	S.H. 3 WB	DOUBLE SPRING CREEK	0312 0994 X	100ft. PC BEAM SK 45°	2002	34.29113056	-95.97244444	102.5	42.201	—	1	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1950	2022	5	Unmatched
Raw data OBJECTID 27662 BRKEY 27295 NBI No. 27295 On Under 1 Structure No. 0312 1122NX Control No. 012 Lane Ind. N Milepoint 11220 Facility Carried S.H. 3 WB Feature Intersected DOUBLE SPRING CREEK Division 02 County 005 Location 11.22 E JCT US-69 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 1950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 102.5 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74.5 HS Inv. Rating Method 1 HS Inv. Method 42.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27295 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.083 Rt. Curb SW 1.083 Description 100ft. PC BEAM SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0312 0994 X H Index 100 Latitude 34:17:28.07 Longitude -95:58:20.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 39 NBI Text 27295 Vault Link http://plansrv1/bridgemaintvault/b27295 GIS FO/SD Meets Standards H Inv. Method 28.4 Latitude DD 34.29113056 Longitude DD -95.97244444 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27662 x -10683603.6452465 y 4067961.05938456
27000	5804 0275 X	27000	—	U.S. 59	WINDY CREEK	5804 0275 X	99ft. PCB SPAN	2003	36.86471111	-94.95572222	98.999	42.001	—	1	0	2	38.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2300	2022	5	Unmatched
Raw data OBJECTID 27640 BRKEY 27000 NBI No. 27000 On Under 1 Structure No. 5804 0275 X Control No. 004 Lane Ind. Milepoint 02750 Facility Carried U.S. 59 Feature Intersected WINDY CREEK Division 08 County 115 Location 3 W OF U.S. 69 ON U.S. 59 Sufficiency 91.9 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 2300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 38.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 98.999 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.8 HS Inv. Rating Method 1 HS Inv. Method 38.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 39.800002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27000 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 99ft. PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5804 0275 X H Index 98.6727 Latitude 36:51:52.96 Longitude -94:57:20.6 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27000 Vault Link http://plansrv1/bridgemaintvault/b27000 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 36.86471111 Longitude DD -94.95572222 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27640 x -10570422.6454379 y 4420266.00011034
27283	4128 0658WX	27283	—	U.S. 377 / S.H. 99	DEER CREEK	4128F0658WX	135ft. 1 SPAN PC BM 20 DEG SKEW, 39.04ft. CLR. RDY CONC. F. SHAPE BARRIER	2006	35.57574167	-96.66384444	135	38.999	—	1	20	2	38.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1350	2022	5	Unmatched
Raw data OBJECTID 27614 BRKEY 27283 NBI No. 27283 On Under 1 Structure No. 4128 0658WX Control No. 028 Lane Ind. W Milepoint 06580 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEER CREEK Division 03 County 081 Location 6.7N OF JCT US62 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1350 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 1 Road Width 38.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 135 Deck Width 38.999 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 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 135 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27283 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 135ft. 1 SPAN PC BM 20 DEG SKEW, 39.04ft. CLR. RDY CONC. F. SHAPE BARRIER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128F0658WX H Index 99.3952 Latitude 35:34:32.67 Longitude -96:39:49.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27283 Vault Link http://plansrv1/bridgemaintvault/b27283 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.57574167 Longitude DD -96.66384444 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27614 x -10760569.941181 y 4242400.01930462
27282	4128 0658EX	27282	—	U.S. 377 / S.H. 99	DEER CREEK	4128F0658EX	135ft. 1-SPAN PC BEAM 20DEG. SKEW 39.0 CLR TYPE F PARAPET.	2006	35.57549444	-96.66348611	135	38.999	—	1	20	2	38.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1850	2022	5	Unmatched
Raw data OBJECTID 27613 BRKEY 27282 NBI No. 27282 On Under 1 Structure No. 4128 0658EX Control No. 028 Lane Ind. E Milepoint 06580 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEER CREEK Division 03 County 081 Location 6.7N OF JCT US62 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 1 Road Width 38.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 135 Deck Width 38.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 135 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2960 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 _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27282 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 135ft. 1-SPAN PC BEAM 20DEG. SKEW 39.0 CLR TYPE F PARAPET. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128F0658EX H Index 89.1425 Latitude 35:34:31.78 Longitude -96:39:48.55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27282 Vault Link http://plansrv1/bridgemaintvault/b27282 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.57549444 Longitude DD -96.66348611 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27613 x -10760530.0520679 y 4242366.18200013
27082	4128 1744 X	27082	—	U.S. 377 / S.H. 99	GRAY HORSE CREEK	4128F1744 X	2-12.0ft. X 12.0ft. X 228ft. R.C.B	2007	35.73458056	-96.66279167	23.999	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72	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	3600	2022	4	Unmatched
Raw data OBJECTID 27598 BRKEY 27082 NBI No. 27082 On Under 1 Structure No. 4128 1744 X Control No. 028 Lane Ind. Milepoint 17440 Facility Carried U.S. 377 / S.H. 99 Feature Intersected GRAY HORSE CREEK Division 03 County 081 Location 0.9 MI. S. JCT SH 66 Sufficiency 72 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.999 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 2007 ADT Total 3600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 32.999 Span Type Main M Material 1 - Concrete Design 19 Length 23.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 112.9 HS Inv. Rating Method 3 HS Inv. Method 87.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5760 Future ADT Year 2042 Bypass Detour 39.146385 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 27082 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12.0ft. X 12.0ft. X 228ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128F1744 X H Index 98.9192 Latitude 35:44:04.49 Longitude -96:39:46.05 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 27082 Vault Link http://plansrv1/bridgemaintvault/b27082 GIS FO/SD Meets Standards H Inv. Method 58.5 Latitude DD 35.73458056 Longitude DD -96.66279167 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27598 x -10760452.7473607 y 4264161.25806599
26991	7278 0721SX	26991	—	I-44 E.B.	DARLINGTON AVE. UNDER	7278F0721SX	38ft.-60ft.-38ft. CONT. BM	2010	36.09961111	-95.91589444	137.001	70.6	—	3	0	4	67.5	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46600	2022	5	Unmatched
Raw data OBJECTID 27596 BRKEY 26991 NBI No. 26991 On Under 1 Structure No. 7278 0721SX Control No. 078 Lane Ind. S Milepoint 07210 Facility Carried I-44 E.B. Feature Intersected DARLINGTON AVE. UNDER Division 08 County 143 Location I-44 EB @ DARLINGTON Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.5 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 2010 ADT Total 46600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 67.5 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.5 Span Type Main M Material 4 - Steel Continuous Design 02 Length 137.001 Deck Width 70.6 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 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 94 HS Inv. Rating Method 1 HS Inv. Method 56.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 74560 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 N Existing Posting 1611 Max Measured Clearance 1902 Min Measured Clearance 1810 NBI Rating 26991 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 38ft.-60ft.-38ft. CONT. BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278F0721SX H Index 98.7886 Latitude 36:05:58.6 Longitude -95:54:57.22 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 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 26991 Vault Link http://plansrv1/bridgemaintvault/b26991 GIS FO/SD Meets Standards H Inv. Method 41 Latitude DD 36.09961111 Longitude DD -95.91589444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27596 x -10677308.5280422 y 4314336.37778043
26990	7278 0721NX	26990	—	I-44 W.B.	DARLINGTON AVE. UNDER	7278F0721NX	38ft.-60ft.-38ft. CONT. BM	2010	36.09991389	-95.91621944	137.001	78.661	—	3	0	4	75.659	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46900	2022	5	Unmatched
Raw data OBJECTID 27595 BRKEY 26990 NBI No. 26990 On Under 1 Structure No. 7278 0721NX Control No. 078 Lane Ind. N Milepoint 07210 Facility Carried I-44 W.B. Feature Intersected DARLINGTON AVE. UNDER Division 08 County 143 Location I-44 @ DARLINGTON WB Sufficiency 96.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 75.659 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 2010 ADT Total 46900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 75.659 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 75.659 Span Type Main M Material 4 - Steel Continuous Design 02 Length 137.001 Deck Width 78.661 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.5 HS Inv. Rating Method 1 HS Inv. Method 59.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 75040 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 N Existing Posting 1611 Max Measured Clearance 1704 Min Measured Clearance 1703 NBI Rating 26990 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 38ft.-60ft.-38ft. CONT. BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278F0721NX H Index 99.6705 Latitude 36:05:59.69 Longitude -95:54:58.39 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 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 26990 Vault Link http://plansrv1/bridgemaintvault/b26990 GIS FO/SD Meets Standards H Inv. Method 43.6 Latitude DD 36.09991389 Longitude DD -95.91621944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27595 x -10677344.7068767 y 4314378.09267589
27175	5931T2004 X	27175	—	CIMARRON TP	CO. RD. UNDER	5931T2004 X	20ft. X 16ft. X 108ft. RCB	1973	36.2198	-96.46283056	22	110	—	1	0	4	107.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	8600	2022	5	Unmatched
Raw data OBJECTID 27584 BRKEY 27175 NBI No. 27175 On Under 1 Structure No. 5931T2004 X Control No. 031 Lane Ind. Milepoint 20040 Facility Carried CIMARRON TP Feature Intersected CO. RD. UNDER Division 08 County 117 Location 57.51 Sufficiency 79 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 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 8600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 107.999 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 87.001 Span Type Main M Material 1 - Concrete Design 19 Length 22 Deck Width 110 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 13760 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1601 Min Measured Clearance 1510 NBI Rating 27175 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft. X 16ft. X 108ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T2004 X H Index 99.01 Latitude 36:13:11.28 Longitude -96:27:46.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CIMARRON TP Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 57.51 NBI Text 27175 Vault Link http://plansrv1/bridgemaintvault/b27175 GIS FO/SD FO H Inv. Method 20 Latitude DD 36.2198 Longitude DD -96.46283056 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27584 x -10738193.178417 y 4330907.81403721
27174	5931T2293 X	27174	—	CIMARRON TP	CO. RD. N3670 UNDER	5931T2293 X	20ft. X 16ft. X 106ft. RCB	1973	36.21851389	-96.41057222	22.001	107.999	—	1	0	4	106.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.4	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	8600	2022	5	Unmatched
Raw data OBJECTID 27583 BRKEY 27174 NBI No. 27174 On Under 1 Structure No. 5931T2293 X Control No. 031 Lane Ind. Milepoint 22930 Facility Carried CIMARRON TP Feature Intersected CO. RD. N3670 UNDER Division 08 County 117 Location 54.64 Sufficiency 81.4 Kind Hwy 8 Level Service 1 Route No. N3670 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 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 8600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 106.001 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 87.001 Span Type Main M Material 1 - Concrete Design 19 Length 22.001 Deck Width 107.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 13760 Future ADT Year 2042 Bypass Detour 20.000001 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1601 Min Measured Clearance 1511 NBI Rating 27174 ODOT County 59 Nav. Control N 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 20ft. X 16ft. X 106ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T2293 X H Index 99.01 Latitude 36:13:06.65 Longitude -96:24:38.06 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CIMARRON TP Scour N Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 54.64 NBI Text 27174 Vault Link http://plansrv1/bridgemaintvault/b27174 GIS FO/SD FO H Inv. Method 20 Latitude DD 36.21851389 Longitude DD -96.41057222 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27583 x -10732375.8066185 y 4330730.35281708
27081	6732 0778WX	27081	—	U.S. 377 / S.H. 99	TURKEY CREEK	6732F0778WX	3 - 70ft. SPANS	2007	35.35991111	-96.67184444	210.499	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3600	2022	5	Unmatched
Raw data OBJECTID 27579 BRKEY 27081 NBI No. 27081 On Under 1 Structure No. 6732 0778WX Control No. 032 Lane Ind. W Milepoint 07780 Facility Carried U.S. 377 / S.H. 99 Feature Intersected TURKEY CREEK Division 03 County 133 Location 0.9 MI N JCT SH 99A Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2007 ADT Total 3600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210.499 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 72.1 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27081 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 - 70ft. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6732F0778WX H Index 95.6888 Latitude 35:21:35.68 Longitude -96:40:18.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27081 Vault Link http://plansrv1/bridgemaintvault/b27081 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 35.35991111 Longitude DD -96.67184444 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27579 x -10761460.4971074 y 4212899.83127065
27077	4312 0532 X	27077	—	S.H. 77S	HICKORY CREEK	4312 0532 X	(3) 75ft. PC BEAM SPANS	2003	34.01236944	-97.08354167	225.659	42.5	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	250	2022	5	Unmatched
Raw data OBJECTID 27575 BRKEY 27077 NBI No. 27077 On Under 1 Structure No. 4312 0532 X Control No. 012 Lane Ind. Milepoint 05320 Facility Carried S.H. 77S Feature Intersected HICKORY CREEK Division 07 County 085 Location 5.4 MI N JCT SH32 Sufficiency 99.5 Kind Hwy 3 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 250 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 225.659 Deck Width 42.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 400 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27077 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 75ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4312 0532 X H Index 100 Latitude 34:00:44.53 Longitude -97:05:00.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 77S Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 037 NBI Text 27077 Vault Link http://plansrv1/bridgemaintvault/b27077 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.01236944 Longitude DD -97.08354167 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27575 x -10807290.423112 y 4030463.06066799
27267	6323 0496 X	27267	—	U.S. 270	BENEDICT ST. UNDER	6323 0496 X	50ft.-50ft.-55ft. STEEL BEAM SPANS X 84ft. CLR. RDY.	2004	35.33354444	-96.94357778	158.999	87.5	—	3	21	4	82.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	15000	2022	5	Unmatched
Raw data OBJECTID 27562 BRKEY 27267 NBI No. 27267 On Under 1 Structure No. 6323 0496 X Control No. 023 Lane Ind. Milepoint 04960 Facility Carried U.S. 270 Feature Intersected BENEDICT ST. UNDER Division 03 County 125 Location 2.7SE OF JCT SH 3 Sufficiency 89.3 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 41.001 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 2004 ADT Total 15000 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 82.001 Ref. Underclearance Rt. H Underclearance Right 8.301 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 84.501 Span Type Main M Material 3 - Steel Design 02 Length 158.999 Deck Width 87.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.1 HS Inv. Rating Method 1 HS Inv. Method 33.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24000 Future ADT Year 2042 Bypass Detour 3.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27267 ODOT County 63 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-50ft.-55ft. STEEL BEAM SPANS X 84ft. CLR. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6323 0496 X H Index 92.507 Latitude 35:20:00.76 Longitude -96:56:36.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 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 27267 Vault Link http://plansrv1/bridgemaintvault/b27267 GIS FO/SD Meets Standards H Inv. Method 26.6 Latitude DD 35.33354444 Longitude DD -96.94357778 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27562 x -10791709.7141477 y 4209301.39248721
27163	5620 1535 X	27163	—	S.H. 56	NEGRO CREEK	5620 1535 X	(3) 30M PC BEAM	2004	35.62415556	-95.99813333	296.499	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 27536 BRKEY 27163 NBI No. 27163 On Under 1 Structure No. 5620 1535 X Control No. 020 Lane Ind. Milepoint 15350 Facility Carried S.H. 56 Feature Intersected NEGRO CREEK Division 01 County 111 Location 15.35 E OKFUSKEE C/L Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 296.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 65.1 HS Inv. Rating Method 3 HS Inv. Method 49.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.800002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27163 ODOT County 56 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 1.099 Rt. Curb SW 1.099 Description (3) 30M PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5620 1535 X H Index 98.7715 Latitude 35:37:26.96 Longitude -95:59:53.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 20-1535 NBI Text 27163 Vault Link http://plansrv1/bridgemaintvault/b27163 GIS FO/SD Meets Standards H Inv. Method 49.3 Latitude DD 35.62415556 Longitude DD -95.99813333 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27536 x -10686463.3194004 y 4249028.23404087
27162	5620 1475 X	27162	—	S.H. 56	NEGRO CREEK O'FLOW	5620 1475 X	(3) 10M CONTINUOUS CONCRETE SLAB	2004	35.62158056	-96.00562778	98.501	42.201	—	3	0	2	40	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 27535 BRKEY 27162 NBI No. 27162 On Under 1 Structure No. 5620 1475 X Control No. 020 Lane Ind. Milepoint 14750 Facility Carried S.H. 56 Feature Intersected NEGRO CREEK O'FLOW Division 01 County 111 Location 14.75 E OKFUSKEE C/L Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 98.501 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.3 HS Inv. Rating Method 1 HS Inv. Method 49.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.800002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27162 ODOT County 56 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 1.099 Rt. Curb SW 1.099 Description (3) 10M CONTINUOUS CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5620 1475 X H Index 98.9153 Latitude 35:37:17.69 Longitude -96:00:20.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 20-1475 NBI Text 27162 Vault Link http://plansrv1/bridgemaintvault/b27162 GIS FO/SD Meets Standards H Inv. Method 37.6 Latitude DD 35.62158056 Longitude DD -96.00562778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27535 x -10687297.5977582 y 4248675.59675816
27161	5620 1425 X	27161	—	S.H. 56	DEEP FORK RIVER O'FLOW	5620 1425 X	30M PC BEAM	2004	35.617725	-96.01609722	99.501	42.201	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 27534 BRKEY 27161 NBI No. 27161 On Under 1 Structure No. 5620 1425 X Control No. 020 Lane Ind. Milepoint 14250 Facility Carried S.H. 56 Feature Intersected DEEP FORK RIVER O'FLOW Division 01 County 111 Location 14.25 E OKFUSKEE C/L Sufficiency 96 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 99.501 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 65.1 HS Inv. Rating Method 3 HS Inv. Method 49.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 0 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 27161 ODOT County 56 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 1.099 Rt. Curb SW 1.099 Description 30M PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5620 1425 X H Index 100 Latitude 35:37:03.81 Longitude -96:00:57.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 20-1425 NBI Text 27161 Vault Link http://plansrv1/bridgemaintvault/b27161 GIS FO/SD Meets Standards H Inv. Method 49.3 Latitude DD 35.617725 Longitude DD -96.01609722 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27534 x -10688463.0504878 y 4248147.61247218
27157	7421 1100 X	27157	—	OCHELATA RD.	U.S. 75 UNDER	7421 1100 X	60ft. 90ft. 90ft. 60ft. PCB SPANS	2004	36.58311111	-95.93043611	302.001	42.999	—	4	12	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	07 - Major Collector (Rural)	C	5000	2022	5	Unmatched
Raw data OBJECTID 27512 BRKEY 27157 NBI No. 27157 On Under 1 Structure No. 7421 1100 X Control No. Lane Ind. Milepoint Facility Carried OCHELATA RD. Feature Intersected U.S. 75 UNDER Division 08 County 147 Location E. OF OCHELATA Sufficiency 99.3 Kind Hwy 4 Level Service 1 Route No. E0300 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 12 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 302.001 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.7 HS Inv. Rating Method 3 HS Inv. Method 48.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.999995 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1702 Max Measured Clearance 1710 Min Measured Clearance 1706 NBI Rating 27157 ODOT County 74 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 60ft. 90ft. 90ft. 60ft. PCB SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7421 1100 X H Index 99.3785 Latitude 36:34:59.2 Longitude -95:55:49.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name OCHELATA RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27157 Vault Link http://plansrv1/bridgemaintvault/b27157 GIS FO/SD Meets Standards H Inv. Method 48.1 Latitude DD 36.58311111 Longitude DD -95.93043611 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27512 x -10678927.2993419 y 4381156.06647109
27155	2010 0050 X	27155	—	U.S. 183	GNBC R.R. UNDER	2010 0050 X	80ft.-130ft.-80ft. P/S CONC. BEAM SPANS	2004	35.52629444	-98.96562222	289.075	70	—	3	0	4	67.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8700	2022	5	Unmatched
Raw data OBJECTID 27510 BRKEY 27155 NBI No. 27155 On Under 1 Structure No. 2010 0050 X Control No. 010 Lane Ind. Milepoint 00500 Facility Carried U.S. 183 Feature Intersected GNBC R.R. UNDER Division 05 County 039 Location 0.6 N JCT I-40 BUS Sufficiency 84.8 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 67.001 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 2004 ADT Total 8700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 67.001 Ref. Underclearance Rt. R Underclearance Right 47.999 Underclearance Left 47.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 289.075 Deck Width 70 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 88 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13920 Future ADT Year 2042 Bypass Detour 45.981468 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 27155 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-130ft.-80ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2010 0050 X H Index 88.5458 Latitude 35:31:34.66 Longitude -98:57:56.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 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 27155 Vault Link http://plansrv1/bridgemaintvault/b27155 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.52629444 Longitude DD -98.96562222 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27510 x -11016802.6715699 y 4235634.46677407
27063	1706 0000WX	27063	—	I-44 WB	RED RIVER	1706 0000WX	96ft.,46-81ft.,96ft. TYPE IV PCB SPANS W/ 11.4M CLR.RDY., SFP-1 CONC. PARAPET	2003	34.10333333	-98.54194444	3918.009	40	—	48	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6550	2022	5	Unmatched
Raw data OBJECTID 27507 BRKEY 27063 NBI No. 27063 On Under 1 Structure No. 1706 0000WX Control No. 006 Lane Ind. W Milepoint 00000 Facility Carried I-44 WB Feature Intersected RED RIVER Division 07 County 033 Location OKLA - TEXAS STATE LINE Sufficiency 98 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2003 ADT Total 6550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 48 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 3918.009 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27063 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 96ft.,46-81ft.,96ft. TYPE IV PCB SPANS W/ 11.4M CLR.RDY., SFP-1 CONC. PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1706 0000WX H Index 91.0786 Latitude 34:06:12 Longitude -98:32:31 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 100 NBI Text 27063 Vault Link http://plansrv1/bridgemaintvault/b27063 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.10333333 Longitude DD -98.54194444 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27507 x -10969639.0768398 y 4042685.62149907
27253	0511 0440WX	27253	—	S.H. 6	CREEK	0511F0440WX	100ft. P/S CONC. BEAM SPAN	2007	35.1798	-99.36003056	100	40.499	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	750	2022	5	Unmatched
Raw data OBJECTID 27495 BRKEY 27253 NBI No. 27253 On Under 1 Structure No. 0511 0440WX Control No. 011 Lane Ind. W Milepoint 04400 Facility Carried S.H. 6 Feature Intersected CREEK Division 05 County 009 Location 1.4 MI. N S.H. 55 E Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2007 ADT Total 750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100 Deck Width 40.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 106 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1200 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27253 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0511F0440WX H Index 79.4241 Latitude 35:10:47.28 Longitude -99:21:36.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27253 Vault Link http://plansrv1/bridgemaintvault/b27253 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.1798 Longitude DD -99.36003056 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27495 x -11060708.0071433 y 4188342.17027622
27252	0511 0440EX	27252	—	S.H. 6	CREEK	0511F0440EX	100ft. P/S CONC. BEAM SPAN	2007	35.17993056	-99.35976111	100	40.499	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	750	2022	5	Unmatched
Raw data OBJECTID 27494 BRKEY 27252 NBI No. 27252 On Under 1 Structure No. 0511 0440EX Control No. 011 Lane Ind. E Milepoint 04400 Facility Carried S.H. 6 Feature Intersected CREEK Division 05 County 009 Location 1.4 M N S.H. 55 E Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2007 ADT Total 750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.003 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100 Deck Width 40.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 106 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1200 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27252 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0511F0440EX H Index 96.1971 Latitude 35:10:47.75 Longitude -99:21:35.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27252 Vault Link http://plansrv1/bridgemaintvault/b27252 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.17993056 Longitude DD -99.35976111 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27494 x -11060678.0121065 y 4188359.95203271
27251	0511 0420 X	27251	—	S.H. 6	CREEK	0511F0420 X	2-10ft.X 5ft.X261ft. RDY. R.C.B.	2007	35.17784167	-99.35885556	20.669	99.99	—	2	0	4	99.99	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 27493 BRKEY 27251 NBI No. 27251 On Under 1 Structure No. 0511 0420 X Control No. 011 Lane Ind. Milepoint 04200 Facility Carried S.H. 6 Feature Intersected CREEK Division 05 County 009 Location 1.2M N S.H. 55 E Sufficiency 97.6 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 2007 ADT Total 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 99.99 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 20.669 Deck Width 99.99 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2400 Future ADT Year 2042 Bypass Detour 20.999999 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 27251 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 5ft.X261ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0511F0420 X H Index 100 Latitude 35:10:40.23 Longitude -99:21:31.88 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27251 Vault Link http://plansrv1/bridgemaintvault/b27251 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.17784167 Longitude DD -99.35885556 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27493 x -11060577.2067416 y 4188075.45688972
27147	7280 1070 X	27147	—	S.H. 51	S. 145TH E. AVE. UNDER	7280 1070 X	57ft. 2-72ft. 57ft. PCB	1997	36.07923611	-95.81565278	257.999	140	—	4	32	7	136.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	79500	2022	5	Unmatched
Raw data OBJECTID 27485 BRKEY 27147 NBI No. 27147 On Under 1 Structure No. 7280 1070 X Control No. 080 Lane Ind. Milepoint 10700 Facility Carried S.H. 51 Feature Intersected S. 145TH E. AVE. UNDER Division 08 County 143 Location 2.8 MI E US-169 Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 53.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1997 ADT Total 79500 ADT Year 2022 Design Load HS 20 Skew 32 No. Main Spans 4 Road Width 136.001 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 7 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 257.999 Deck Width 140 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.3 HS Inv. Rating Method 1 HS Inv. Method 39.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 127200 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1707 Min Measured Clearance 1610 NBI Rating 27147 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 57ft. 2-72ft. 57ft. PCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 1070 X H Index 97.9246 Latitude 36:04:45.25 Longitude -95:48:56.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27147 Vault Link http://plansrv1/bridgemaintvault/b27147 GIS FO/SD Meets Standards H Inv. Method 30.6 Latitude DD 36.07923611 Longitude DD -95.81565278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27485 x -10666149.6774947 y 4311529.62305891
27331	0908 0822EX	27331	—	U.S. 81 NB	CREEK	0908 0822EX	90 FT. P.C. BEAM X 37.4ft. CLY. RDWY W/ F-SHAPED PARAPETS	2005	35.48462222	-97.93811667	93.11	40.42	—	1	15	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2950	2022	5	Unmatched
Raw data OBJECTID 27475 BRKEY 27331 NBI No. 27331 On Under 1 Structure No. 0908 0822EX Control No. 008 Lane Ind. E Milepoint 08220 Facility Carried U.S. 81 NB Feature Intersected CREEK Division 04 County 017 Location 1.1S OF I-40 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.402 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 2005 ADT Total 2950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 Road Width 37.402 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 93.11 Deck Width 40.42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 2 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 27331 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 90 FT. P.C. BEAM X 37.4ft. CLY. RDWY W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0908 0822EX H Index 96.5721 Latitude 35:29:04.64 Longitude -97:56:17.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 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 27331 Vault Link http://plansrv1/bridgemaintvault/b27331 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.48462222 Longitude DD -97.93811667 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27475 x -10902421.2769566 y 4229935.95632739
27247	7293 0353WX	27247	—	GILCREASE EXPWY WB	U.S. 75 SB UNDER	7293 0335 X	59ft.X72ft.X59ft. PCB SPAN	2002	36.199917	-95.950608	193.999	41.001	—	3	30	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	6300	2022	5	Unmatched
Raw data OBJECTID 27471 BRKEY 27247 NBI No. 27247 On Under 1 Structure No. 7293 0353WX Control No. Lane Ind. Milepoint Facility Carried GILCREASE EXPWY WB Feature Intersected U.S. 75 SB UNDER Division 08 County 143 Location U.S. 75/S.H. 11 Sufficiency 95 Kind Hwy 5 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2002 ADT Total 6300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 193.999 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 41.5 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10080 Future ADT Year 2042 Bypass Detour 2 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 1710 Min Measured Clearance 1703 NBI Rating 27247 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 59ft.X72ft.X59ft. PCB SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0335 X H Index 96.7199 Latitude 36:11:59.7 Longitude -95:57:02.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name GILCREASE EXPWY WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27247 Vault Link http://plansrv1/bridgemaintvault/b27247 GIS FO/SD Meets Standards H Inv. Method 31.9 Latitude DD 36.199917 Longitude DD -95.950608 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27471 x -10681172.823865 y 4328164.62552473
27246	7293 0341EX	27246	—	GILCREASE EXPWY EB	U.S. 75 NB UNDER	7293 0330 X	59ft.X72ft.X59ft. PCB SPAN	2002	36.198506	-95.949428	193.999	40	—	3	30	2	37.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Good (7)	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)	C	12850	2022	5	Unmatched
Raw data OBJECTID 27470 BRKEY 27246 NBI No. 27246 On Under 1 Structure No. 7293 0341EX Control No. Lane Ind. Milepoint Facility Carried GILCREASE EXPWY EB Feature Intersected U.S. 75 NB UNDER Division 08 County 143 Location U.S. 75/S.H. 11 Sufficiency 94 Kind Hwy 5 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2002 ADT Total 12850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 193.999 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 41.5 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 20560 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1611 Max Measured Clearance 1707 Min Measured Clearance 1703 NBI Rating 27246 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 59ft.X72ft.X59ft. PCB SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0330 X H Index 97.8512 Latitude 36:11:54.62 Longitude -95:56:57.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name GILCREASE EXPWY 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 27246 Vault Link http://plansrv1/bridgemaintvault/b27246 GIS FO/SD Meets Standards H Inv. Method 31.9 Latitude DD 36.198506 Longitude DD -95.949428 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27470 x -10681041.4668659 y 4327969.98123167
27245	7293 0341WX	27245	—	GILCREASE EXPWY EB	U.S. 75 SB UNDER	7293 0325 X	53ft.X98ft.X66ft. PCB SPAN	2002	36.19848333	-95.95143889	220	65	—	3	20	3	62.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Good (7)	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)	C	12850	2022	5	Unmatched
Raw data OBJECTID 27469 BRKEY 27245 NBI No. 27245 On Under 1 Structure No. 7293 0341WX Control No. Lane Ind. Milepoint Facility Carried GILCREASE EXPWY EB Feature Intersected U.S. 75 SB UNDER Division 08 County 143 Location U.S. 75/S.H. 11 Sufficiency 96 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2002 ADT Total 12850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 3 Road Width 62.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220 Deck Width 65 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.6 HS Inv. Rating Method 1 HS Inv. Method 39.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20560 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1809 Min Measured Clearance 1701 NBI Rating 27245 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 53ft.X98ft.X66ft. PCB SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0325 X H Index 97.2919 Latitude 36:11:54.54 Longitude -95:57:05.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name GILCREASE EXPWY 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 27245 Vault Link http://plansrv1/bridgemaintvault/b27245 GIS FO/SD Meets Standards H Inv. Method 28.6 Latitude DD 36.19848333 Longitude DD -95.95143889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27469 x -10681265.3181167 y 4327966.85398453
27244	7338T0109 X	27244	—	CREEK TP	ADAMS CREEK TRIB.	7338T0109 X	2-12ft.X7ft.X397ft. RCB	2001	36.062125	-95.737833	25	400.262	—	2	0	5	398.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	10200	2022	5	Unmatched
Raw data OBJECTID 27468 BRKEY 27244 NBI No. 27244 On Under 1 Structure No. 7338T0109 X Control No. 038 Lane Ind. Milepoint 01090 Facility Carried CREEK TP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location MP 26.02 Sufficiency 77 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 10200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 398.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB 21 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 400.262 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 9 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 16320 Future ADT Year 2042 Bypass Detour 98.996862 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27244 ODOT County 73 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 2-12ft.X7ft.X397ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0109 X H Index 99.7103 Latitude 36:03:43.65 Longitude -95:44:16.2 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26.02 NBI Text 27244 Vault Link http://plansrv1/bridgemaintvault/b27244 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.062125 Longitude DD -95.737833 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27468 x -10657486.8192115 y 4309173.04677416
27243	7338T0107EXR	27243	—	CREEK TP RAMP	ADAMS CREEK TRIB.	7338T0107EXR	3-9ft.X6ft.X104ft. RCB	2001	36.061825	-95.735989	28.999	105.971	—	3	0	3	103.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	600	2022	5	Unmatched
Raw data OBJECTID 27467 BRKEY 27243 NBI No. 27243 On Under 1 Structure No. 7338T0107EXR Control No. 038 Lane Ind. E Milepoint 01070 Facility Carried CREEK TP RAMP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location MP 26.00EXR Sufficiency 97 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 600 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 103.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 3 Fill RCB 3 Appr. Roadway Width 73.999 Span Type Main M Material 1 - Concrete Design 19 Length 28.999 Deck Width 105.971 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 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27243 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-9ft.X6ft.X104ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7338T0107EXR H Index 100 Latitude 36:03:42.57 Longitude -95:44:09.56 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP RAMP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 26.00 E-R NBI Text 27243 Vault Link http://plansrv1/bridgemaintvault/b27243 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.061825 Longitude DD -95.735989 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27467 x -10657281.5460704 y 4309131.73474645
27146	6606 1077 X	27146	—	U.S. 169	FOUR MILE CREEK	6606 1077 X	3-16ft.X10ft.X254ft. RCB	2004	36.50995833	-95.70316111	70	0	—	3	45	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 27466 BRKEY 27146 NBI No. 27146 On Under 1 Structure No. 6606 1077 X Control No. 006 Lane Ind. Milepoint 10770 Facility Carried U.S. 169 Feature Intersected FOUR MILE CREEK Division 08 County 131 Location 6.7MI.S OF NOWATA C/L Sufficiency 66.9 Kind Hwy 2 Level Service 1 Route No. 00169 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 2004 ADT Total 8200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 70 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13120 Future ADT Year 2042 Bypass Detour 35.999015 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 27146 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 3-16ft.X10ft.X254ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6606 1077 X H Index 97.3151 Latitude 36:30:35.85 Longitude -95:42:11.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27146 Vault Link http://plansrv1/bridgemaintvault/b27146 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.50995833 Longitude DD -95.70316111 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27466 x -10653627.1620718 y 4371019.64613545
27145	6606 1055 X	27145	—	U.S. 169	FOUR MILE CREEK	6606 1055 X	2-16ft.X10ft.X179ft. RCB	2004	36.5071	-95.70333056	35	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 27465 BRKEY 27145 NBI No. 27145 On Under 1 Structure No. 6606 1055 X Control No. 006 Lane Ind. Milepoint 10550 Facility Carried U.S. 169 Feature Intersected FOUR MILE CREEK Division 08 County 131 Location 6.9S OF NOWATA C/L Sufficiency 66.9 Kind Hwy 2 Level Service 1 Route No. 00169 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 2004 ADT Total 8200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 35 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13120 Future ADT Year 2042 Bypass Detour 35.999015 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 27145 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 2-16ft.X10ft.X179ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6606 1055 X H Index 100 Latitude 36:30:25.56 Longitude -95:42:11.99 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27145 Vault Link http://plansrv1/bridgemaintvault/b27145 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.5071 Longitude DD -95.70333056 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27465 x -10653646.0251595 y 4370623.77603441