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
25943	2642T3158WX	25943	—	BAILEY NORMAN SPUR	BAILEY A TP (I-44) UNDER	2652T0000WX	2-105ft. P.C. BULB TEE BEAM SPANS	2000	35.21734722	-97.71572222	210	52.986	—	2	0	3	49.213	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	W	2700	2022	5	Unmatched
Raw data OBJECTID 25662 BRKEY 25943 NBI No. 25943 On Under 1 Structure No. 2642T3158WX Control No. Lane Ind. Milepoint Facility Carried BAILEY NORMAN SPUR Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 051 Location 00.01N Sufficiency 92.1 Kind Hwy 8 Level Service 4 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 2700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 49.213 Ref. Underclearance Rt. H Underclearance Right 10.4 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 65.617 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 52.986 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 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.6 HS Inv. Rating Method 1 HS Inv. Method 33.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1903 Min Measured Clearance 1704 NBI Rating 25943 ODOT County 26 Nav. Control N 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 2-105ft. P.C. BULB TEE BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2652T0000WX H Index 99.932 Latitude 35:13:02.45 Longitude -97:42:56.6 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name BAILEY NORMAN SPUR Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 4 - Spur Historical Significance 5 Local Bridge ID 00.01N NBI Text 25943 Vault Link http://plansrv1/bridgemaintvault/b25943 GIS FO/SD Meets Standards H Inv. Method 38.9 Latitude DD 35.21734722 Longitude DD -97.71572222 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25662 x -10877664.4400274 y 4193457.13112148
26192	2106 1221 X	26192	—	U.S. 59	HONEY CREEK	2106 1221 X	3-38M P.C. BM. SPANS	2002	36.565653	-94.7729	382	81	—	3	0	4	66	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.3	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	7300	2022	5	Unmatched
Raw data OBJECTID 25653 BRKEY 26192 NBI No. 26192 On Under 1 Structure No. 2106 1221 X Control No. 006 Lane Ind. Milepoint 12210 Facility Carried U.S. 59 Feature Intersected HONEY CREEK Division 08 County 041 Location 12.4 MI N SH20 Sufficiency 84.3 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 66 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2002 ADT Total 7300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 66 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 66 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 382 Deck Width 81 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 116 HS Inv. Rating Method 1 HS Inv. Method 51 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11680 Future ADT Year 2042 Bypass Detour 60.273005 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26192 ODOT County 21 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 6 Rt. Curb SW 6 Description 3-38M P.C. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2106 1221 X H Index 99.0529 Latitude 36:33:56.35 Longitude -94:46:22.44 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 NBI Text 26192 Vault Link http://plansrv1/bridgemaintvault/b26192 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 36.565653 Longitude DD -94.7729 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 25653 x -10550070.9690018 y 4378736.11041961
26030	1950T0165SX	26030	—	CREEK TP	POLECAT CREEK	1950T0165SX	61ft. - (3 - 60ft.) - 100ft. - 61ft. P.C. BEAM SPANS, SK80LF	2000	36.020792	-96.070922	402.001	41.001	—	6	20	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	10150	2022	5	Unmatched
Raw data OBJECTID 25646 BRKEY 26030 NBI No. 26030 On Under 1 Structure No. 1950T0165SX Control No. 050 Lane Ind. S Milepoint 01650 Facility Carried CREEK TP Feature Intersected POLECAT CREEK Division 08 County 037 Location 01.36S Sufficiency 94.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86.942 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 2000 ADT Total 10150 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 6 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.7 HS Inv. Rating Method 1 HS Inv. Method 35.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16240 Future ADT Year 2042 Bypass Detour 0.1 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 26030 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft. - (3 - 60ft.) - 100ft. - 61ft. P.C. BEAM SPANS, SK80LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0165SX H Index 99.7726 Latitude 36:01:14.85 Longitude -96:04:15.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 01.36 S NBI Text 26030 Vault Link http://plansrv1/bridgemaintvault/b26030 GIS FO/SD Meets Standards H Inv. Method 31.3 Latitude DD 36.020792 Longitude DD -96.070922 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25646 x -10694566.1170803 y 4303482.69645917
26029	1950T0165NX	26029	—	CREEK TP	POLECAT CREEK	1950T0165NX	61ft. - (3- 60ft.) - 100ft. - 61ft. P.C. BEAM SPANS, SK80LF	2000	36.02071944	-96.07037222	402.329	52.986	—	6	20	3	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	10300	2022	5	Unmatched
Raw data OBJECTID 25645 BRKEY 26029 NBI No. 26029 On Under 1 Structure No. 1950T0165NX Control No. 050 Lane Ind. N Milepoint 01650 Facility Carried CREEK TP Feature Intersected POLECAT CREEK Division 08 County 037 Location 01.36N Sufficiency 92.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.986 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 2000 ADT Total 10300 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 6 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 66.995 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.329 Deck Width 52.986 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78.4 HS Inv. Rating Method 1 HS Inv. Method 44.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16480 Future ADT Year 2042 Bypass Detour 0.1 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 NN NBI Rating 26029 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft. - (3- 60ft.) - 100ft. - 61ft. P.C. BEAM SPANS, SK80LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0165NX H Index 95.5843 Latitude 36:01:14.59 Longitude -96:04:13.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 01.36 N NBI Text 26029 Vault Link http://plansrv1/bridgemaintvault/b26029 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 36.02071944 Longitude DD -96.07037222 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25645 x -10694504.9158507 y 4303472.70968596
26028	1950T0097 X	26028	—	96TH ST. S.	CREEK TP UNDER	1950T0097 X	48ft. - 97ft. - 97ft. - 48ft. PC BEAM SPANS, SK56LF	2000	36.02476944	-96.07536667	290.751	32.972	—	4	34	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.3	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	4000	2022	5	Unmatched
Raw data OBJECTID 25644 BRKEY 26028 NBI No. 26028 On Under 1 Structure No. 1950T0097 X Control No. Lane Ind. Milepoint Facility Carried 96TH ST. S. Feature Intersected CREEK TP UNDER Division 08 County 037 Location 00.97 Sufficiency 80.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2000 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 34 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 290.751 Deck Width 32.972 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 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 74.847 HS Inv. Rating Method 1 HS Inv. Method 44.754 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1706 Max Measured Clearance 1709 Min Measured Clearance 1706 NBI Rating 26028 ODOT County 19 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 48ft. - 97ft. - 97ft. - 48ft. PC BEAM SPANS, SK56LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0097 X H Index 100 Latitude 36:01:29.17 Longitude -96:04:31.32 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name 96TH ST. S. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.97 NBI Text 26028 Vault Link http://plansrv1/bridgemaintvault/b26028 GIS FO/SD Meets Standards H Inv. Method 38.471 Latitude DD 36.02476944 Longitude DD -96.07536667 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25644 x -10695060.8954814 y 4304030.14425531
26027	1950T0076SXR	26027	—	CREEK TP E-S RAMP	TSU R.R. UNDER	1950T0076SXR	78ft. - 116ft. - 78ft. PC BEAM SPANS	2000	36.02824167	-96.08590556	273.999	27.986	—	3	46	1	25	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2600	2022	5	Unmatched
Raw data OBJECTID 25643 BRKEY 26027 NBI No. 26027 On Under 1 Structure No. 1950T0076SXR Control No. 050 Lane Ind. S Milepoint 00760 Facility Carried CREEK TP E-S RAMP Feature Intersected TSU R.R. UNDER Division 08 County 037 Location 00.36SR Sufficiency 93 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 27.986 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 2000 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 46 No. Main Spans 3 Road Width 25 Ref. Underclearance Rt. R Underclearance Right 7.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 37.992 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 273.999 Deck Width 27.986 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 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84.6 HS Inv. Rating Method 1 HS Inv. Method 50.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0 Max Measured Clearance 2409 Min Measured Clearance 2308 NBI Rating 26027 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 78ft. - 116ft. - 78ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1950T0076SXR H Index 91.8043 Latitude 36:01:41.67 Longitude -96:05:09.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP E-S RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 00.36 S-R NBI Text 26027 Vault Link http://plansrv1/bridgemaintvault/b26027 GIS FO/SD Meets Standards H Inv. Method 43.3 Latitude DD 36.02824167 Longitude DD -96.08590556 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25643 x -10696234.0793498 y 4304508.07843606
26026	1950T0076NXR	26026	—	CREEK TP E-S RAMP	TSU R.R. UNDER	1950T0076NXR	60ft. - 87ft. -60ft. PC BEAM SPANS	2000	36.02895833	-96.08448056	188.501	37.999	—	3	14	1	25	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2600	2022	5	Unmatched
Raw data OBJECTID 25642 BRKEY 26026 NBI No. 26026 On Under 1 Structure No. 1950T0076NXR Control No. 050 Lane Ind. N Milepoint 00760 Facility Carried CREEK TP E-S RAMP Feature Intersected TSU R.R. UNDER Division 08 County 037 Location 00.36NR Sufficiency 93 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 27.986 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 2000 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 25 Ref. Underclearance Rt. R Underclearance Right 7.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 188.501 Deck Width 37.999 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 7 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 1 HS Operating Rating 70.9 HS Inv. Rating Method 1 HS Inv. Method 42.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 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 0 Max Measured Clearance 2409 Min Measured Clearance 2311 NBI Rating 26026 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft. - 87ft. -60ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1950T0076NXR H Index 90.8492 Latitude 36:01:44.25 Longitude -96:05:04.13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP E-S RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 00.36 N-R NBI Text 26026 Vault Link http://plansrv1/bridgemaintvault/b26026 GIS FO/SD Meets Standards H Inv. Method 32.5 Latitude DD 36.02895833 Longitude DD -96.08448056 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25642 x -10696075.4490754 y 4304606.7255349
25934	0912 0971WX	25934	—	U.S. 81	UNCLE JOHN TRIB.	0912 0971WX	100ft. P.C.BM SPAN X 38ft.CLR. RDY W/ TR-3 RAILS & INTEGRAL ABUTMENTS	2002	35.67318889	-97.95949444	100.666	40.167	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1700	2022	5	Unmatched
Raw data OBJECTID 25636 BRKEY 25934 NBI No. 25934 On Under 1 Structure No. 0912 0971WX Control No. 012 Lane Ind. W Milepoint 09710 Facility Carried U.S. 81 Feature Intersected UNCLE JOHN TRIB. Division 04 County 017 Location 1.6 MI. S. JCT. SH3 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 1700 ADT Year 2022 Design Load HS 20 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 100.666 Deck Width 40.167 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 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 25934 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 100ft. P.C.BM SPAN X 38ft.CLR. RDY W/ TR-3 RAILS & INTEGRAL ABUTMENTS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0912 0971WX H Index 95.4105 Latitude 35:40:23.48 Longitude -97:57:34.18 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 25934 Vault Link http://plansrv1/bridgemaintvault/b25934 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.67318889 Longitude DD -97.95949444 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25636 x -10904801.0394273 y 4255745.34656012
26211	2806 0220WX	26211	—	S.H. 6	ELM FORK OF RED RIVER	2806 0220WX	7-100ft. P/S CONCRETE BEAM SPANS	2003	34.88802778	-99.37860833	700	40	—	7	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	700	2022	4	Unmatched
Raw data OBJECTID 25631 BRKEY 26211 NBI No. 26211 On Under 1 Structure No. 2806 0220WX Control No. 006 Lane Ind. W Milepoint 02200 Facility Carried S.H. 6 Feature Intersected ELM FORK OF RED RIVER Division 05 County 055 Location 2.2 MI N OF JCT U.S. 283 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 2003 ADT Total 700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 7 Road Width 38.002 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 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 700 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 113 HS Inv. Rating Method 1 HS Inv. Method 50 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26211 ODOT County 28 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 7-100ft. P/S CONCRETE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2806 0220WX H Index 99.1104 Latitude 34:53:16.9 Longitude -99:22:42.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26211 Vault Link http://plansrv1/bridgemaintvault/b26211 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 34.88802778 Longitude DD -99.37860833 ODOT County Number 28 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25631 x -11062776.0750398 y 4148674.95868648
26210	2806 0220EX	26210	—	S.H. 6	ELM FORK OF RED RIVER	2806 0220EX	7-100ft. P/S CONCRETE BEAM SPANS	2003	34.88802778	-99.37836111	700	40	—	7	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	700	2022	4	Unmatched
Raw data OBJECTID 25630 BRKEY 26210 NBI No. 26210 On Under 1 Structure No. 2806 0220EX Control No. 006 Lane Ind. E Milepoint 02200 Facility Carried S.H. 6 Feature Intersected ELM FORK OF RED RIVER Division 05 County 055 Location 2.2 MI N OF JCT U.S. 283 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 2003 ADT Total 700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 7 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 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 700 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 113 HS Inv. Rating Method 1 HS Inv. Method 50 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26210 ODOT County 28 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 7-100ft. P/S CONCRETE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2806 0220EX H Index 99.2048 Latitude 34:53:16.9 Longitude -99:22:42.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 26210 Vault Link http://plansrv1/bridgemaintvault/b26210 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 34.88802778 Longitude DD -99.37836111 ODOT County Number 28 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25630 x -11062748.5546353 y 4148674.95868648
26118	6202 0375WX	26118	—	S.H. 99	LITTLE SANDY CREEK	6202F0450WX	100ft.-100ft.-100ft. PREST	2000	34.84214722	-96.68578611	303.15	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	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3900	2022	5	Unmatched
Raw data OBJECTID 25628 BRKEY 26118 NBI No. 26118 On Under 1 Structure No. 6202 0375WX Control No. 002 Lane Ind. W Milepoint 03750 Facility Carried S.H. 99 Feature Intersected LITTLE SANDY CREEK Division 03 County 123 Location 4.5 MI N ADA Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 0003E 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 2000 ADT Total 3900 ADT Year 2022 Design Load HS 20 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 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 303.15 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 8 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 107.8 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26118 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft.-100ft.-100ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6202F0450WX H Index 95.3028 Latitude 34:50:31.73 Longitude -96:41:08.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 26118 Vault Link http://plansrv1/bridgemaintvault/b26118 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 34.84214722 Longitude DD -96.68578611 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25628 x -10763012.4767126 y 4142450.21932906
26117	6202 0375EX	26117	—	S.H. 99	LITTLE SANDY CREEK	6202F0450EX	100ft.-100ft.-100ft. PREST	2000	34.84199444	-96.68538889	300	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	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3000	2022	5	Unmatched
Raw data OBJECTID 25627 BRKEY 26117 NBI No. 26117 On Under 1 Structure No. 6202 0375EX Control No. 002 Lane Ind. E Milepoint 03750 Facility Carried S.H. 99 Feature Intersected LITTLE SANDY CREEK Division 03 County 123 Location 4.5 MI N ADA Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 0003E 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 2000 ADT Total 3000 ADT Year 2022 Design Load HS 20 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 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 300 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 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 107.8 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26117 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft.-100ft.-100ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6202F0450EX H Index 99.444 Latitude 34:50:31.18 Longitude -96:41:07.4 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 26117 Vault Link http://plansrv1/bridgemaintvault/b26117 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 34.84199444 Longitude DD -96.68538889 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25627 x -10762968.2583844 y 4142429.49705339
26116	6202 0150WX	26116	—	U.S. 377/SH 99	CREEK	6202F0250WX	60ft.-60ft.-60ft. PRESTRES	2000	34.81097778	-96.69639444	179.134	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)	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	3800	2022	5	Unmatched
Raw data OBJECTID 25626 BRKEY 26116 NBI No. 26116 On Under 1 Structure No. 6202 0150WX Control No. 002 Lane Ind. W Milepoint 01500 Facility Carried U.S. 377/SH 99 Feature Intersected CREEK Division 03 County 123 Location 2.5 MI N ADA Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 0003E 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 2000 ADT Total 3800 ADT Year 2022 Design Load HS 20 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 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 179.134 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 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 67 HS Inv. Rating Method 1 HS Inv. Method 40.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26116 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-60ft.-60ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6202F0250WX H Index 90.4048 Latitude 34:48:39.52 Longitude -96:41:47.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 26116 Vault Link http://plansrv1/bridgemaintvault/b26116 GIS FO/SD Meets Standards H Inv. Method 30.4 Latitude DD 34.81097778 Longitude DD -96.69639444 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25626 x -10764193.3906063 y 4138223.35657339
26115	6202 0150EX	26115	—	U.S. 377/SH 99	CREEK	6202F0250EX	60ft.-60ft.-60ft. PRESTRES	2000	34.81088056	-96.69596389	183.999	37.999	—	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)	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	3100	2022	5	Unmatched
Raw data OBJECTID 25625 BRKEY 26115 NBI No. 26115 On Under 1 Structure No. 6202 0150EX Control No. 002 Lane Ind. E Milepoint 01500 Facility Carried U.S. 377/SH 99 Feature Intersected CREEK Division 03 County 123 Location 2.5 MI N ADA Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 0003E 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 2000 ADT Total 3100 ADT Year 2022 Design Load HS 20 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 0 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.999 Deck Width 37.999 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 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 67 HS Inv. Rating Method 1 HS Inv. Method 40.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26115 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-60ft.-60ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6202F0250EX H Index 98.5521 Latitude 34:48:39.17 Longitude -96:41:45.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 26115 Vault Link http://plansrv1/bridgemaintvault/b26115 GIS FO/SD Meets Standards H Inv. Method 30.4 Latitude DD 34.81088056 Longitude DD -96.69596389 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25625 x -10764145.4619996 y 4138210.17514918
26025	1950T0076SX	26025	—	CREEK TP	TSU R.R. UNDER	1950T0076SX	67-94-67 PC BEAM SPANS	2000	36.02857778	-96.08561111	227.999	40.978	—	3	27	2	37.992	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	9850	2022	5	Unmatched
Raw data OBJECTID 25623 BRKEY 26025 NBI No. 26025 On Under 1 Structure No. 1950T0076SX Control No. 050 Lane Ind. S Milepoint 00760 Facility Carried CREEK TP Feature Intersected TSU R.R. UNDER Division 08 County 037 Location 00.36S Sufficiency 92.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 40.978 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 2000 ADT Total 9850 ADT Year 2022 Design Load HS 20 Skew 27 No. Main Spans 3 Road Width 37.992 Ref. Underclearance Rt. R Underclearance Right 7.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 50.984 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 227.999 Deck Width 40.978 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.9 HS Inv. Rating Method 1 HS Inv. Method 49 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 2509 Min Measured Clearance 2505 NBI Rating 26025 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 67-94-67 PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0076SX H Index 91.6885 Latitude 36:01:42.88 Longitude -96:05:08.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.36 S NBI Text 26025 Vault Link http://plansrv1/bridgemaintvault/b26025 GIS FO/SD Meets Standards H Inv. Method 40.7 Latitude DD 36.02857778 Longitude DD -96.08561111 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25623 x -10696201.3013257 y 4304554.34332639
26024	1950T0076NX	26024	—	CREEK TP	TSU R.R. UNDER	1950T0076NX	67ft. -94ft. -67ft. PC BEAM SPANS	2000	36.02878611	-96.08459167	227.999	40.978	—	3	27	2	37.992	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	10050	2022	5	Unmatched
Raw data OBJECTID 25622 BRKEY 26024 NBI No. 26024 On Under 1 Structure No. 1950T0076NX Control No. 050 Lane Ind. N Milepoint 00760 Facility Carried CREEK TP Feature Intersected TSU R.R. UNDER Division 08 County 037 Location 00.36N Sufficiency 92.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 40.978 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 2000 ADT Total 10050 ADT Year 2022 Design Load HS 20 Skew 27 No. Main Spans 3 Road Width 37.992 Ref. Underclearance Rt. R Underclearance Right 7.999 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 50.984 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 227.999 Deck Width 40.978 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.9 HS Inv. Rating Method 1 HS Inv. Method 49 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0 Max Measured Clearance 2500 Min Measured Clearance 2310 NBI Rating 26024 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 67ft. -94ft. -67ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0076NX H Index 91.6885 Latitude 36:01:43.63 Longitude -96:05:04.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.36 N NBI Text 26024 Vault Link http://plansrv1/bridgemaintvault/b26024 GIS FO/SD Meets Standards H Inv. Method 40.8 Latitude DD 36.02878611 Longitude DD -96.08459167 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25622 x -10696087.817784 y 4304583.01964638
26023	1950T0013SXR	26023	—	CREEK TP S-E RAMP	S.H. 66 UNDER	1950T0053SXR	61ft. - 107ft. - 61ft. PC BEAM SPAN	2000	36.02908611	-96.0895	229.249	30.971	—	3	21	1	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5800	2022	5	Unmatched
Raw data OBJECTID 25621 BRKEY 26023 NBI No. 26023 On Under 1 Structure No. 1950T0013SXR Control No. 050 Lane Ind. S Milepoint 00130 Facility Carried CREEK TP S-E RAMP Feature Intersected S.H. 66 UNDER Division 08 County 037 Location 00.13S Sufficiency 93 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 31.001 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 2000 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 41.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 229.249 Deck Width 30.971 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 81.3 HS Inv. Rating Method 1 HS Inv. Method 48.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1610 Max Measured Clearance 1901 Min Measured Clearance 1804 NBI Rating 26023 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft. - 107ft. - 61ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1950T0053SXR H Index 91.627 Latitude 36:01:44.71 Longitude -96:05:22.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name CREEK TP S-E RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 00.13 S NBI Text 26023 Vault Link http://plansrv1/bridgemaintvault/b26023 GIS FO/SD Meets Standards H Inv. Method 39.3 Latitude DD 36.02908611 Longitude DD -96.0895 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25621 x -10696634.2105803 y 4304624.31434109
26022	1950T0013NXR	26022	—	CREEK TP E-S RAMP	S.H. 66 UNDER	1950T0053NXR	61ft. -107ft. - 61ft. PC BEAM SPAN	2000	36.02923611	-96.08855833	228.999	30.971	—	3	21	1	27.887	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5800	2022	5	Unmatched
Raw data OBJECTID 25620 BRKEY 26022 NBI No. 26022 On Under 1 Structure No. 1950T0013NXR Control No. 050 Lane Ind. N Milepoint 00130 Facility Carried CREEK TP E-S RAMP Feature Intersected S.H. 66 UNDER Division 08 County 037 Location 00.13N Sufficiency 93 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30.971 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 2000 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 21 No. Main Spans 3 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 40.978 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 228.999 Deck Width 30.971 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.3 HS Inv. Rating Method 1 HS Inv. Method 48.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1610 Max Measured Clearance 1807 Min Measured Clearance 1701 NBI Rating 26022 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft. -107ft. - 61ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1950T0053NXR H Index 91.6234 Latitude 36:01:45.25 Longitude -96:05:18.81 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name CREEK TP E-S RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 00.13 N NBI Text 26022 Vault Link http://plansrv1/bridgemaintvault/b26022 GIS FO/SD Meets Standards H Inv. Method 39.3 Latitude DD 36.02923611 Longitude DD -96.08855833 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25620 x -10696529.3843554 y 4304644.96174743
25933	0912 0971EX	25933	—	U.S. 81	UNCLE JOHN TRIB.	0912 0971EX	100ft.P.C. BM SPAN X 38ft. CLR. RDY W/ TR-3 RAILS & INTEGRAL ABUTMENTS	2002	35.67318611	-97.95904167	100.666	40.167	—	1	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2022	5	Unmatched
Raw data OBJECTID 25618 BRKEY 25933 NBI No. 25933 On Under 1 Structure No. 0912 0971EX Control No. 012 Lane Ind. E Milepoint 09710 Facility Carried U.S. 81 Feature Intersected UNCLE JOHN TRIB. Division 04 County 017 Location 1.6 MI. S. JCT. SH3 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 2100 ADT Year 2022 Design Load HS 20 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 100.666 Deck Width 40.167 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 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 25933 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 100ft.P.C. BM SPAN X 38ft. CLR. RDY W/ TR-3 RAILS & INTEGRAL ABUTMENTS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0912 0971EX H Index 93.1953 Latitude 35:40:23.47 Longitude -97:57:32.55 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 25933 Vault Link http://plansrv1/bridgemaintvault/b25933 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.67318611 Longitude DD -97.95904167 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 25618 x -10904750.6373015 y 4255744.96560893
25931	0958 0375EX	25931	—	S.H. 4 (MUSTANG RD	UP R.R. UNDER	0958 0375EX	144ft. P.C. BULB TEE BEAM SPAN X 37.4ft. CLY RDY W/ SFP SK 17 DEG. RT. FWD.	2001	35.379992	-97.707856	144.354	41.401	—	1	17	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	4600	2022	5	Unmatched
Raw data OBJECTID 25616 BRKEY 25931 NBI No. 25931 On Under 1 Structure No. 0958 0375EX Control No. 058 Lane Ind. E Milepoint 03750 Facility Carried S.H. 4 (MUSTANG RD Feature Intersected UP R.R. UNDER Division 04 County 017 Location .75S S.H. 152 Sufficiency 86.2 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.402 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2001 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 17 No. Main Spans 1 Road Width 37.402 Ref. Underclearance Rt. R Underclearance Right 20 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 144.354 Deck Width 41.401 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 5 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 107 HS Inv. Rating Method 1 HS Inv. Method 23 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2210 Max Measured Clearance 2301 Min Measured Clearance 2301 NBI Rating 25931 ODOT County 09 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 144ft. P.C. BULB TEE BEAM SPAN X 37.4ft. CLY RDY W/ SFP SK 17 DEG. RT. FWD. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0958 0375EX H Index 97.4242 Latitude 35:22:47.97 Longitude -97:42:28.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 4 (MUSTANG RD 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 25931 Vault Link http://plansrv1/bridgemaintvault/b25931 GIS FO/SD Meets Standards H Inv. Method 13 Latitude DD 35.379992 Longitude DD -97.707856 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 25616 x -10876788.7764225 y 4215641.19521774
25930	0958 0375WX	25930	—	S.H. 4 (MUSTANG RD	UP R.R. UNDER	0958 0375WX	144ft. P.C. BULB TEE BEAM SPAN X 37.4ft. CLY RDY W/ SFP SK 17 DEG. RT. FWD.	2001	35.38	-97.708319	144.354	41.398	—	1	17	2	37.398	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	Fair (5)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	4650	2022	5	Unmatched
Raw data OBJECTID 25615 BRKEY 25930 NBI No. 25930 On Under 1 Structure No. 0958 0375WX Control No. 058 Lane Ind. W Milepoint 03750 Facility Carried S.H. 4 (MUSTANG RD Feature Intersected UP R.R. UNDER Division 04 County 017 Location .75S S.H. 152 Sufficiency 86.2 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.398 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2001 ADT Total 4650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 17 No. Main Spans 1 Road Width 37.398 Ref. Underclearance Rt. R Underclearance Right 20 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.089 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 144.354 Deck Width 41.398 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 5 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 108 HS Inv. Rating Method 1 HS Inv. Method 23 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2210 Max Measured Clearance 2401 Min Measured Clearance 2401 NBI Rating 25930 ODOT County 09 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 144ft. P.C. BULB TEE BEAM SPAN X 37.4ft. CLY RDY W/ SFP SK 17 DEG. RT. FWD. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0958 0375WX H Index 97.5328 Latitude 35:22:48 Longitude -97:42:29.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 4 (MUSTANG RD 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 25930 Vault Link http://plansrv1/bridgemaintvault/b25930 GIS FO/SD Meets Standards H Inv. Method 13 Latitude DD 35.38 Longitude DD -97.708319 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 25615 x -10876840.3173467 y 4215642.28748213
26020	1950T0029 XR	26020	—	CREEK TP ON RAMP	CREEK	1950T0029 XR	3- 100ft. PC BEAM SPANS	2000	36.02819444	-96.09193333	302.159	30.971	—	3	0	2	27.986	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	3700	2022	5	Unmatched
Raw data OBJECTID 25601 BRKEY 26020 NBI No. 26020 On Under 1 Structure No. 1950T0029 XR Control No. 050 Lane Ind. Milepoint 00290 Facility Carried CREEK TP ON RAMP Feature Intersected CREEK Division 08 County 037 Location 00.01 Sufficiency 61 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30.971 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 2000 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.986 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40.978 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 302.159 Deck Width 30.971 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87.9 HS Inv. Rating Method 1 HS Inv. Method 52.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26020 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 100ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1950T0029 XR H Index 90.9182 Latitude 36:01:41.5 Longitude -96:05:30.96 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP ON RAMP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 00.01 NBI Text 26020 Vault Link http://plansrv1/bridgemaintvault/b26020 GIS FO/SD FO H Inv. Method 49 Latitude DD 36.02819444 Longitude DD -96.09193333 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25601 x -10696905.0876368 y 4304501.57733388
26019	1937T3550NX	26019	—	TURNER TP (I-44)	CREEK TP & CREEK UNDER	1950T0033NX	2-100ft.-151ft.-148ft.-61ft. PC BEAM SPANS	2000	36.02861111	-96.0925	561.001	47.999	—	5	49	2	43.625	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	T	13850	2022	5	Unmatched
Raw data OBJECTID 25600 BRKEY 26019 NBI No. 26019 On Under 1 Structure No. 1937T3550NX Control No. 037 Lane Ind. N Milepoint 35500 Facility Carried TURNER TP (I-44) Feature Intersected CREEK TP & CREEK UNDER Division 08 County 037 Location 83.01 N Sufficiency 95.9 Kind Hwy 8 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 43.625 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2000 ADT Total 13850 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 5 Road Width 43.625 Ref. Underclearance Rt. H Underclearance Right 18.999 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.625 Span Type Main M Material 4 - Steel Continuous Design 02 Length 561.001 Deck Width 47.999 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 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.4 HS Inv. Rating Method 3 HS Inv. Method 44.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 22160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 2110 Min Measured Clearance 1809 NBI Rating 26019 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft.-151ft.-148ft.-61ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0033NX H Index 92.4969 Latitude 36:01:43 Longitude -96:05:33 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name TURNER TP (I-44) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 83.01 N NBI Text 26019 Vault Link http://plansrv1/bridgemaintvault/b26019 GIS FO/SD Meets Standards H Inv. Method 41.9 Latitude DD 36.02861111 Longitude DD -96.0925 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25600 x -10696968.1690526 y 4304558.93114708
26018	1937T3550SX	26018	—	TURNER TP (I-44)	CREEK TP & CREEK UNDER	1950T0033SX	( 3-100ft.)-51ft.-148ft.-61ft. PC BEAM SPANS	2000	36.02844167	-96.09221944	561.001	46.588	—	6	43	2	43.625	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	T	13150	2022	5	Unmatched
Raw data OBJECTID 25599 BRKEY 26018 NBI No. 26018 On Under 1 Structure No. 1937T3550SX Control No. 037 Lane Ind. S Milepoint 35500 Facility Carried TURNER TP (I-44) Feature Intersected CREEK TP & CREEK UNDER Division 08 County 037 Location 83.01 S Sufficiency 95.9 Kind Hwy 8 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 43.625 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2000 ADT Total 13150 ADT Year 2022 Design Load HS 20 Skew 43 No. Main Spans 6 Road Width 43.625 Ref. Underclearance Rt. H Underclearance Right 18.999 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.625 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 561.001 Deck Width 46.588 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 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.6 HS Inv. Rating Method 3 HS Inv. Method 40.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 21040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1909 Min Measured Clearance 1708 NBI Rating 26018 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description ( 3-100ft.)-51ft.-148ft.-61ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0033SX H Index 90.3315 Latitude 36:01:42.39 Longitude -96:05:31.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name TURNER TP (I-44) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 83.01 S NBI Text 26018 Vault Link http://plansrv1/bridgemaintvault/b26018 GIS FO/SD Meets Standards H Inv. Method 38.5 Latitude DD 36.02844167 Longitude DD -96.09221944 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 25599 x -10696936.9372563 y 4304535.60802481
26017	1937T3515 X	26017	—	96TH ST. S.	TURNER TP (I-44) UNDER	1950T0000 X	58-(2-107)-41 PC BEAM SPANS	2000	36.02481944	-96.09328889	312.001	32.972	—	4	14	2	30	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	T	5000	2022	5	Unmatched
Raw data OBJECTID 25598 BRKEY 26017 NBI No. 26017 On Under 1 Structure No. 1937T3515 X Control No. Lane Ind. Milepoint Facility Carried 96TH ST. S. Feature Intersected TURNER TP (I-44) UNDER Division 08 County 037 Location 00.01 Sufficiency 82.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2000 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 312.001 Deck Width 32.972 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 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 79.6 HS Inv. Rating Method 1 HS Inv. Method 41.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1709 Max Measured Clearance 2100 Min Measured Clearance 1709 NBI Rating 26017 ODOT County 19 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 58-(2-107)-41 PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0000 X H Index 91.0835 Latitude 36:01:29.35 Longitude -96:05:35.84 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name 96TH ST. S. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 82.60 NBI Text 26017 Vault Link http://plansrv1/bridgemaintvault/b26017 GIS FO/SD Meets Standards H Inv. Method 36.9 Latitude DD 36.02481944 Longitude DD -96.09328889 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25598 x -10697055.9878857 y 4304037.02634263
26016	7338T0766 X	26016	—	11TH ST. S.	CREEK TP UNDER	7338T0766 X	2-110 PCBEAM SPANS	2000	36.147942	-95.731906	220.499	34.974	—	2	0	2	31.988	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	16 - Minor Arterial (Urban)	R	2000	2022	5	Unmatched
Raw data OBJECTID 25597 BRKEY 26016 NBI No. 26016 On Under 1 Structure No. 7338T0766 X Control No. Lane Ind. Milepoint Facility Carried 11TH ST. S. Feature Intersected CREEK TP UNDER Division 01 County 145 Location 32.45 Sufficiency 72 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 34.974 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2000 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 31.988 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 48.983 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220.499 Deck Width 34.974 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 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 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 69.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1801 Max Measured Clearance 1809 Min Measured Clearance 1710 NBI Rating 26016 ODOT County 73 Nav. Control N 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 2-110 PCBEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0766 X H Index 100 Latitude 36:08:52.59 Longitude -95:43:54.86 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name 11TH ST. S. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 32.45 NBI Text 26016 Vault Link http://plansrv1/bridgemaintvault/b26016 GIS FO/SD Meets Standards H Inv. Method 62.8 Latitude DD 36.147942 Longitude DD -95.731906 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 25597 x -10656827.0285895 y 4320997.10403465
26015	7338T0665NX	26015	—	E 21ST ST. S	CREEK TP UNDER	7338T0665NX	2-106ft. PC BEAM SPANS	2000	36.133439	-95.732033	212.5	34.974	—	2	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	24	2022	5	Unmatched
Raw data OBJECTID 25596 BRKEY 26015 NBI No. 26015 On Under 1 Structure No. 7338T0665NX Control No. Lane Ind. Milepoint Facility Carried E 21ST ST. S Feature Intersected CREEK TP UNDER Division 01 County 145 Location 31.45 Sufficiency 92.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2000 ADT Total 24 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.5 Deck Width 34.974 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 8 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 58.202 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 38 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NO Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1804 Max Measured Clearance 1901 Min Measured Clearance 1802 NBI Rating 26015 ODOT County 73 Nav. Control N 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 2-106ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0665NX H Index 100 Latitude 36:08:00.38 Longitude -95:43:55.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E 21ST STREET Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 31.45 NBI Text 26015 Vault Link http://plansrv1/bridgemaintvault/b26015 GIS FO/SD Meets Standards H Inv. Method 52.25 Latitude DD 36.133439 Longitude DD -95.732033 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25596 x -10656841.1661649 y 4318997.94099084
26186	3602 0204 X	26186	—	U.S. 60	CREEK	3602 0204 X	2-16.5ft. X10ft. X81ft. R.C. BOX W/ APRON & CURTAIN WALL	2001	36.69500556	-97.42541389	34.088	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1500	2022	5	Unmatched
Raw data OBJECTID 25584 BRKEY 26186 NBI No. 26186 On Under 1 Structure No. 3602 0204 X Control No. 002 Lane Ind. Milepoint 02040 Facility Carried U.S. 60 Feature Intersected CREEK Division 04 County 071 Location 2.1 MI E GRANT C/L Sufficiency 99.6 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 79.498 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 2001 ADT Total 1500 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 2 Fill RCB 4 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.088 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 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 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2400 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26186 ODOT County 36 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 2-16.5ft. X10ft. X81ft. R.C. BOX W/ APRON & CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3602 0204 X H Index 99.1902 Latitude 36:41:42.02 Longitude -97:25:31.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26186 Vault Link http://plansrv1/bridgemaintvault/b26186 GIS FO/SD Meets Standards H Inv. Method 35.99 Latitude DD 36.69500556 Longitude DD -97.42541389 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25584 x -10845347.4645587 y 4396679.3329562
26014	7338R0750SX	26014	—	CREEK TP	E 21ST ST. S. UNDER	7338F0750SX	BRIDGE OVER E. 21ST	1992	36.083333	-96.01	271.982	27.999	—	4	0	2	22.966	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2000	1999	5	Unmatched
Raw data OBJECTID 25577 BRKEY 26014 NBI No. 26014 On Under 1 Structure No. 7338R0750SX Control No. 038 Lane Ind. S Milepoint 07500 Facility Carried CREEK TP Feature Intersected E 21ST ST. S. UNDER Division 01 County 145 Location 7.5 MI N OF JCT. SH 51 Sufficiency 61 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 22.966 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 1992 ADT Total 2000 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 22.966 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 114.829 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 271.982 Deck Width 27.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2000 Future ADT Year 2019 Bypass Detour 123.652866 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26014 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description BRIDGE OVER E. 21ST Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 7338F0750SX H Index 100 Latitude 36:05:00 Longitude -96:00:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.04W 7 NBI Text 26014 Vault Link http://plansrv1/bridgemaintvault/b26014 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.083333 Longitude DD -96.01 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25577 x -10687784.3110622 y 4312093.93102397
26013	7338T0542 X	26013	—	CREEK TP	ADAMS CREEK TRIB.	7338T0542 X	3-8ft. X 6ft. X 223ft. RCB, SK45LF	2000	36.1298	-95.732153	36.801	225	—	3	45	4	222.999	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	9900	2022	5	Unmatched
Raw data OBJECTID 25576 BRKEY 26013 NBI No. 26013 On Under 1 Structure No. 7338T0542 X Control No. 038 Lane Ind. Milepoint 05420 Facility Carried CREEK TP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location 31.21 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 2000 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 222.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 93.999 Span Type Main M Material 1 - Concrete Design 19 Length 36.801 Deck Width 225 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 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 15840 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26013 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft. X 6ft. X 223ft. RCB, SK45LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0542 X H Index 100 Latitude 36:07:47.28 Longitude -95:43:55.75 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 31.21 NBI Text 26013 Vault Link http://plansrv1/bridgemaintvault/b26013 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.1298 Longitude DD -95.732153 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25576 x -10656854.5245038 y 4318496.38177315
26012	7338T0562NX	26012	—	E 31ST ST. S	CREEK TP UNDER	7338T0562NX	42ft. -95ft. - 95ft. -42ft. PC BEAM SPAN	2000	36.118928	-95.72855	273.36	34.777	—	4	30	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	R	4450	2022	5	Unmatched
Raw data OBJECTID 25575 BRKEY 26012 NBI No. 26012 On Under 1 Structure No. 7338T0562NX Control No. Lane Ind. Milepoint Facility Carried E 31ST ST. S Feature Intersected CREEK TP UNDER Division 01 County 145 Location 30.41 Sufficiency 76 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2000 ADT Total 4450 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 273.36 Deck Width 34.777 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 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 58.202 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7120 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1802 Max Measured Clearance 1904 Min Measured Clearance 1803 NBI Rating 26012 ODOT County 73 Nav. Control N 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 42ft. -95ft. - 95ft. -42ft. PC BEAM SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0562NX H Index 92.0375 Latitude 36:07:08.14 Longitude -95:43:42.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name E. 31ST STEET_ Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.41 NBI Text 26012 Vault Link http://plansrv1/bridgemaintvault/b26012 GIS FO/SD Meets Standards H Inv. Method 51.588 Latitude DD 36.118928 Longitude DD -95.72855 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 25575 x -10656453.4403784 y 4316998.04492232
26011	7262T0650NX	26011	—	CREEK TP	WB B.A.CREEK	7338T0650SX	2- 94ft. PC BEAMS SPANS	2000	35.99152778	-95.77763889	187.5	40.978	—	2	0	2	37.999	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	6950	2022	5	Unmatched
Raw data OBJECTID 25574 BRKEY 26011 NBI No. 26011 On Under 1 Structure No. 7262T0650NX Control No. 062 Lane Ind. N Milepoint 06500 Facility Carried CREEK TP Feature Intersected WB B.A.CREEK Division 08 County 143 Location 19.67S Sufficiency 94.9 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 9.902 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 2000 ADT Total 6950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 45 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 187.5 Deck Width 40.978 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 122.2 HS Inv. Rating Method 1 HS Inv. Method 73.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26011 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2- 94ft. PC BEAMS SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0650SX H Index 90.5677 Latitude 35:59:29.5 Longitude -95:46:39.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 19.67 N NBI Text 26011 Vault Link http://plansrv1/bridgemaintvault/b26011 GIS FO/SD Meets Standards H Inv. Method 64 Latitude DD 35.99152778 Longitude DD -95.77763889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25574 x -10661917.9906168 y 4299455.67024954
26010	7338T0522 X	26010	—	225TH E. AVE.	CREEK TP UNDER	7338T0522 X	2-105ft. PC BEAM SPANS	2000	36.114297	-95.72495	210	34.974	—	2	0	2	31.988	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	16 - Minor Arterial (Urban)	R	2000	2022	5	Unmatched
Raw data OBJECTID 25573 BRKEY 26010 NBI No. 26010 On Under 1 Structure No. 7338T0522 X Control No. Lane Ind. Milepoint Facility Carried 225TH E. AVE. Feature Intersected CREEK TP UNDER Division 01 County 145 Location 30.01 Sufficiency 72 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 34.974 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2000 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 31.988 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 48.983 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 34.974 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 57.32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NO Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1801 Max Measured Clearance 1903 Min Measured Clearance 1708 NBI Rating 26010 ODOT County 73 Nav. Control N 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 2-105ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0522 X H Index 100 Latitude 36:06:51.47 Longitude -95:43:29.82 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name 225TH E. AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.01 NBI Text 26010 Vault Link http://plansrv1/bridgemaintvault/b26010 GIS FO/SD Meets Standards H Inv. Method 51.368 Latitude DD 36.114297 Longitude DD -95.72495 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 25573 x -10656052.6902116 y 4316359.88148286
26009	7338T0517 X	26009	—	CREEK TP	ADAMS CREEK TRIB.	7338T0517 X	3-8ft. X 8ft. X 152ft. RCB, SK45LF	2000	36.111808	-95.723033	36.801	153.999	—	3	45	6	152.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	9900	2022	5	Unmatched
Raw data OBJECTID 25572 BRKEY 26009 NBI No. 26009 On Under 1 Structure No. 7338T0517 X Control No. 038 Lane Ind. Milepoint 05170 Facility Carried CREEK TP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location 29.96 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 2000 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 152.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 5 Appr. Roadway Width 126.001 Span Type Main M Material 1 - Concrete Design 19 Length 36.801 Deck Width 153.999 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 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 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 15840 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26009 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft. X 8ft. X 152ft. RCB, SK45LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0517 X H Index 96.7 Latitude 36:06:42.51 Longitude -95:43:22.92 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 29.96 NBI Text 26009 Vault Link http://plansrv1/bridgemaintvault/b26009 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.111808 Longitude DD -95.723033 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25572 x -10655839.2907477 y 4316016.90657574
26008	7338T0447 X	26008	—	CREEK TP	ADAMS CREEK TRIB.	7338T0447 X	3-10ft. X 8ft. X 177ft. RCB	2000	36.104833	-95.719553	32.001	178.999	—	3	0	4	177.001	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	10000	2022	5	Unmatched
Raw data OBJECTID 25553 BRKEY 26008 NBI No. 26008 On Under 1 Structure No. 7338T0447 X Control No. 038 Lane Ind. Milepoint 04470 Facility Carried CREEK TP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location 29.26 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 2000 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 177.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 96.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 178.999 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 9 Approach Alignment 7 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 16000 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26008 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 3-10ft. X 8ft. X 177ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0447 X H Index 100 Latitude 36:06:17.4 Longitude -95:43:10.39 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 29.26 NBI Text 26008 Vault Link http://plansrv1/bridgemaintvault/b26008 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.104833 Longitude DD -95.719553 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25553 x -10655451.8989198 y 4315055.83552124
26007	7338T0347NX	26007	—	CREEK TP	CREEK TURNPIKE UNDER	7338T0347NX	2- 118ft. PC BEAM SPANS	2000	36.08985	-95.719622	236.22	34.974	—	2	0	2	31.988	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5100	2022	5	Unmatched
Raw data OBJECTID 25552 BRKEY 26007 NBI No. 26007 On Under 1 Structure No. 7338T0347NX Control No. 038 Lane Ind. N Milepoint 03470 Facility Carried CREEK TP Feature Intersected CREEK TURNPIKE UNDER Division 01 County 145 Location 28.26 Sufficiency 73 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 34.974 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 2000 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 31.988 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 48.983 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 236.22 Deck Width 34.974 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 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 73.855 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1810 Max Measured Clearance 2010 Min Measured Clearance 1900 NBI Rating 26007 ODOT County 73 Nav. Control N 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- 118ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0347NX H Index 100 Latitude 36:05:23.46 Longitude -95:43:10.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28.26 NBI Text 26007 Vault Link http://plansrv1/bridgemaintvault/b26007 GIS FO/SD Meets Standards H Inv. Method 69.446 Latitude DD 36.08985 Longitude DD -95.719622 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25552 x -10655459.5799646 y 4312991.64691733
26006	7338R0430SX	26006	—	CREEK TP	E 51ST ST. S. UNDER	7338F0430SX	BRIDGE OVER E. 51ST	1992	36.083333	-96.01	271.982	27.999	—	4	0	2	22.966	6 - Prestressed Concrete Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2000	1999	5	Unmatched
Raw data OBJECTID 25551 BRKEY 26006 NBI No. 26006 On Under 1 Structure No. 7338R0430SX Control No. 038 Lane Ind. S Milepoint 04300 Facility Carried CREEK TP Feature Intersected E 51ST ST. S. UNDER Division 01 County 145 Location 4.3 MI N OF JCT. SH 51 Sufficiency 61 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 22.966 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 1992 ADT Total 2000 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 22.966 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 114.829 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 02 Length 271.982 Deck Width 27.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2000 Future ADT Year 2019 Bypass Detour 123.652866 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26006 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description BRIDGE OVER E. 51ST Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 7338F0430SX H Index 100 Latitude 36:05:00 Longitude -96:00:36 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.04W 7 NBI Text 26006 Vault Link http://plansrv1/bridgemaintvault/b26006 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.083333 Longitude DD -96.01 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25551 x -10687784.3110622 y 4312093.93102397
26005	7338T0284 X	26005	—	CREEK TP	ADAMS CREEK TRIB.	7338T0284 X	2-10ft. X 6ft. X 203ft. RCB, SK45RF	2000	36.082158	-95.725553	21.001	205	—	2	45	4	202.999	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 25550 BRKEY 26005 NBI No. 26005 On Under 1 Structure No. 7338T0284 X Control No. 038 Lane Ind. Milepoint 02840 Facility Carried CREEK TP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location 27.63 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 2000 ADT Total 10200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 202.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 116.001 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 205 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 9 Approach Alignment 7 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 123.652866 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 26005 ODOT County 73 Nav. Control N 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 2-10ft. X 6ft. X 203ft. RCB, SK45RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0284 X H Index 100 Latitude 36:04:55.77 Longitude -95:43:31.99 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 27.63 NBI Text 26005 Vault Link http://plansrv1/bridgemaintvault/b26005 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.082158 Longitude DD -95.725553 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25550 x -10656119.8158645 y 4311932.08284659
26004	7338T0279 X	26004	—	225TH E. AVE.	CREEK TP UNDER	7338T0279 X	2-113ft. PC BEAM SPANS	2000	36.081975	-95.726111	226.378	34.974	—	2	17	2	31.988	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	16 - Minor Arterial (Urban)	R	1000	2022	5	Unmatched
Raw data OBJECTID 25549 BRKEY 26004 NBI No. 26004 On Under 1 Structure No. 7338T0279 X Control No. Lane Ind. Milepoint Facility Carried 225TH E. AVE. Feature Intersected CREEK TP UNDER Division 01 County 145 Location 27.58 Sufficiency 77.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 31.988 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2000 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 2 Road Width 31.988 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 49.016 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 226.378 Deck Width 34.974 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 7 HS Operating Rating Method 1 HS Operating Rating 164.9 HS Inv. Rating Method 1 HS Inv. Method 76.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1808 Max Measured Clearance 1911 Min Measured Clearance 1811 NBI Rating 26004 ODOT County 73 Nav. Control N 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 2-113ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0279 X H Index 100 Latitude 36:04:55.11 Longitude -95:43:34 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name 225TH E. AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27.58 NBI Text 26004 Vault Link http://plansrv1/bridgemaintvault/b26004 GIS FO/SD Meets Standards H Inv. Method 68.9 Latitude DD 36.081975 Longitude DD -95.726111 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 25549 x -10656181.9321404 y 4311906.87607155
26003	7338T0201NX	26003	—	CREEK TP	E. 61ST ST. S. UNDER	7338T0201NX	36ft. - 52ft.- 36ft. PC BEAM SPANS	2000	36.075231	-95.735431	123.999	40.978	—	3	8	2	37.992	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5100	2022	5	Unmatched
Raw data OBJECTID 25548 BRKEY 26003 NBI No. 26003 On Under 1 Structure No. 7338T0201NX Control No. 038 Lane Ind. N Milepoint 02010 Facility Carried CREEK TP Feature Intersected E. 61ST ST. S. UNDER Division 01 County 145 Location 26.80N Sufficiency 91 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.978 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 2000 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 8 No. Main Spans 3 Road Width 37.992 Ref. Underclearance Rt. H Underclearance Right 1.001 Underclearance Left 1.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 54.987 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 123.999 Deck Width 40.978 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 100.8 HS Inv. Rating Method 1 HS Inv. Method 60.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1906 Min Measured Clearance 1704 NBI Rating 26003 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft. - 52ft.- 36ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0201NX H Index 92.8573 Latitude 36:04:30.83 Longitude -95:44:07.55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26.80 N NBI Text 26003 Vault Link http://plansrv1/bridgemaintvault/b26003 GIS FO/SD FO H Inv. Method 49.4 Latitude DD 36.075231 Longitude DD -95.735431 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25548 x -10657219.4297946 y 4310977.98534369
25916	5112 0337 X	25916	—	U.S. 64	CREEK	5112 0337 X	3-10ft.X 6ft.X 127ft. LONG	2000	35.66298611	-95.37576389	45.899	0	—	3	0	5	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 25547 BRKEY 25916 NBI No. 25916 On Under 1 Structure No. 5112 0337 X Control No. 012 Lane Ind. Milepoint 03370 Facility Carried U.S. 64 Feature Intersected CREEK Division 01 County 101 Location 6.3 MI S JCT US 62B Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 2000 ADT Total 7100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 22.999 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 45.899 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 25916 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 6ft.X 127ft. LONG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0337 X H Index 97.5545 Latitude 35:39:46.75 Longitude -95:22:32.75 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25916 Vault Link http://plansrv1/bridgemaintvault/b25916 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.66298611 Longitude DD -95.37576389 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25547 x -10617181.4702543 y 4254347.32033531
25915	5112 0513 X	25915	—	U.S. 64	CREEK	5112 0513 X	3-10ft.X 6ft.X 129ft. LONG	2000	35.63826667	-95.36908611	34.121	0	—	3	0	5	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 25546 BRKEY 25915 NBI No. 25915 On Under 1 Structure No. 5112 0513 X Control No. 012 Lane Ind. Milepoint 05130 Facility Carried U.S. 64 Feature Intersected CREEK Division 01 County 101 Location 8.1 MI S JCT US 62B Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 2000 ADT Total 7100 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 1 No. Lanes 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 25915 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 6ft.X 129ft. LONG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0513 X H Index 99.3179 Latitude 35:38:17.76 Longitude -95:22:08.71 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25915 Vault Link http://plansrv1/bridgemaintvault/b25915 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.63826667 Longitude DD -95.36908611 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25546 x -10616438.1031851 y 4250960.90309347
25914	5112 0611 X	25914	—	U.S. 64	SPANIARD CREEK TRIB.	5112 0611 X	3-10ft.X 6ft. X 128ft.LONG	2000	35.62462778	-95.36368056	34.121	0	—	3	60	5	0	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 25545 BRKEY 25914 NBI No. 25914 On Under 1 Structure No. 5112 0611 X Control No. 012 Lane Ind. Milepoint 06110 Facility Carried U.S. 64 Feature Intersected SPANIARD CREEK TRIB. Division 01 County 101 Location 9.1 MI S JCT US 62B Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 2000 ADT Total 7100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.01 HS Inv. Rating Method 3 HS Inv. Method 36.01 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11360 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 25914 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. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 6ft. X 128ft.LONG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0611 X H Index 97.0704 Latitude 35:37:28.66 Longitude -95:21:49.25 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 25914 Vault Link http://plansrv1/bridgemaintvault/b25914 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.62462778 Longitude DD -95.36368056 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25545 x -10615836.3601116 y 4249092.90415763
25913	5112 0651 X	25913	—	U.S. 64	SPANIARD CREEK	5112 0651 X	80ft.CLR RDY X 75ft. LONG PC BEAM SPAN	2000	35.61896111	-95.36143056	75.751	82.999	—	1	0	5	80	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.7	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	7100	2022	5	Unmatched
Raw data OBJECTID 25544 BRKEY 25913 NBI No. 25913 On Under 1 Structure No. 5112 0651 X Control No. 012 Lane Ind. Milepoint 06510 Facility Carried U.S. 64 Feature Intersected SPANIARD CREEK Division 01 County 101 Location 9.4 MI S JCT US 62B Sufficiency 83.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 2000 ADT Total 7100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 80 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 80 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 75.751 Deck Width 82.999 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 6 Super Rating 7 Sub Rating 8 Chan. Rating 8 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 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11360 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 25913 ODOT County 51 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.CLR RDY X 75ft. LONG PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0651 X H Index 93.6139 Latitude 35:37:08.26 Longitude -95:21:41.15 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 25913 Vault Link http://plansrv1/bridgemaintvault/b25913 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.61896111 Longitude DD -95.36143056 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25544 x -10615585.8912573 y 4248316.88385358
25912	5112 0726 X	25912	—	U.S. 64	SPANIARD CREEK TRIB.	5112 0726 X	3- 10X12X82ft. CLR. RD	2000	35.60888056	-95.35712778	33.999	82	—	3	0	5	80	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	7100	2022	4	Unmatched
Raw data OBJECTID 25543 BRKEY 25912 NBI No. 25912 On Under 1 Structure No. 5112 0726 X Control No. 012 Lane Ind. Milepoint 07260 Facility Carried U.S. 64 Feature Intersected SPANIARD CREEK TRIB. Division 01 County 101 Location 10.2 MI S JCT US 62B Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 2000 ADT Total 7100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 80 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 82 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 N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.01 HS Inv. Rating Method 3 HS Inv. Method 36.01 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11360 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 25912 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. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 10X12X82ft. CLR. RD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 0726 X H Index 97.2286 Latitude 35:36:31.97 Longitude -95:21:25.66 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 25912 Vault Link http://plansrv1/bridgemaintvault/b25912 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.60888056 Longitude DD -95.35712778 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25543 x -10615106.9079787 y 4246936.54206618
26185	2602 0202 X	26185	—	U.S. 62	CREEK	2602 0202 X	4-11.5ft. X 5ft.X 117.83 R.C.B	2001	35.08701111	-98.057825	71.9	117.001	—	4	45	4	115	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6500	2022	5	Unmatched
Raw data OBJECTID 25541 BRKEY 26185 NBI No. 26185 On Under 1 Structure No. 2602 0202 X Control No. 002 Lane Ind. Milepoint 02020 Facility Carried U.S. 62 Feature Intersected CREEK Division 07 County 051 Location 2.1 MI E CADDO CO Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 76.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2001 ADT Total 6500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 4 Road Width 115 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 71.9 Deck Width 117.001 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 9 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10400 Future ADT Year 2042 Bypass Detour 37.899999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26185 ODOT County 26 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 4-11.5ft. X 5ft.X 117.83 R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 0202 X H Index 99.5796 Latitude 35:05:13.24 Longitude -98:03:28.17 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 01A-26 NBI Text 26185 Vault Link http://plansrv1/bridgemaintvault/b26185 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.08701111 Longitude DD -98.057825 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 25541 x -10915747.1472959 y 4175711.90217594
26180	0851 0431 X	26180	—	S.H. 146	PUNJO CREEK	0851 0431 X	2-16ft.X13ft.TO 19.5ft.X 206.5ft. 45DEGREES SKEWED,BROKENBACK REINFORCED CONCRETE BOX WITH APRONS AND CURTAINWALLS	2000	35.17125833	-98.42468333	23.999	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	850	2022	5	Unmatched
Raw data OBJECTID 25536 BRKEY 26180 NBI No. 26180 On Under 1 Structure No. 0851 0431 X Control No. 051 Lane Ind. Milepoint 04310 Facility Carried S.H. 146 Feature Intersected PUNJO CREEK Division 07 County 015 Location 4.2 MI N JCT SH 9 Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00146 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 2000 ADT Total 850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 27.999 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 9 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1360 Future ADT Year 2042 Bypass Detour 34.175415 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 26180 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 2-16ft.X13ft.TO 19.5ft.X 206.5ft. 45DEGREES SKEWED,BROKENBACK REINFORCED CONCRETE BOX WITH APRONS AND CURTAINWALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0851 0431 X H Index 90 Latitude 35:10:16.53 Longitude -98:25:28.86 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 146 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 105 NBI Text 26180 Vault Link http://plansrv1/bridgemaintvault/b26180 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.17125833 Longitude DD -98.42468333 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 25536 x -10956585.6297848 y 4187178.89059985
26002	7338T0201SX	26002	—	CREEK TP	E. 61ST ST. S. UNDER	7338T0201SX	ft.36ft.-52ft.-ft.36ft. PC BEAM SPAN	2000	36.075231	-95.735822	123.999	40.978	—	3	8	2	37.992	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5100	2022	5	Unmatched
Raw data OBJECTID 25529 BRKEY 26002 NBI No. 26002 On Under 1 Structure No. 7338T0201SX Control No. 038 Lane Ind. S Milepoint 02010 Facility Carried CREEK TP Feature Intersected E. 61ST ST. S. UNDER Division 01 County 145 Location 26.80S Sufficiency 91 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.978 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 2000 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 8 No. Main Spans 3 Road Width 37.992 Ref. Underclearance Rt. H Underclearance Right 1.001 Underclearance Left 1.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 54.987 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 123.999 Deck Width 40.978 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 100.8 HS Inv. Rating Method 1 HS Inv. Method 60.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1805 Min Measured Clearance 1704 NBI Rating 26002 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description ft.36ft.-52ft.-ft.36ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0201SX H Index 92.8409 Latitude 36:04:30.83 Longitude -95:44:08.96 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26.80 S NBI Text 26002 Vault Link http://plansrv1/bridgemaintvault/b26002 GIS FO/SD FO H Inv. Method 49.4 Latitude DD 36.075231 Longitude DD -95.735822 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25529 x -10657262.9557155 y 4310977.98534369
26001	7338T0184NX	26001	—	CREEK TP	ADAMS CREEK	7338T0184NX	1-127ft. BULB TEE BEAM SPAN	2000	36.072761	-95.735819	129.751	41.001	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5100	2022	5	Unmatched
Raw data OBJECTID 25528 BRKEY 26001 NBI No. 26001 On Under 1 Structure No. 7338T0184NX Control No. 038 Lane Ind. N Milepoint 01840 Facility Carried CREEK TP Feature Intersected ADAMS CREEK Division 01 County 145 Location 26.63N Sufficiency 95 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.978 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 2000 ADT Total 5100 ADT Year 2022 Design Load HS 20 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 0 Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 129.751 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 178.5 HS Inv. Rating Method 1 HS Inv. Method 83.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 0.1 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 26001 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1-127ft. BULB TEE BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0184NX H Index 100 Latitude 36:04:21.94 Longitude -95:44:08.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26.63 N NBI Text 26001 Vault Link http://plansrv1/bridgemaintvault/b26001 GIS FO/SD Meets Standards H Inv. Method 76.4 Latitude DD 36.072761 Longitude DD -95.735819 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25528 x -10657262.621757 y 4310637.79766743
26000	7338T0184SX	26000	—	CREEK TP	ADAMS CREEK	7338T0184SX	1-127ft. BULB TEE BEAM SPAN	2000	36.0728	-95.736203	129.751	41.001	—	1	0	2	37.992	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	5100	2022	5	Unmatched
Raw data OBJECTID 25527 BRKEY 26000 NBI No. 26000 On Under 1 Structure No. 7338T0184SX Control No. 038 Lane Ind. S Milepoint 01840 Facility Carried CREEK TP Feature Intersected ADAMS CREEK Division 01 County 145 Location 26.63S Sufficiency 95 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.978 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 2000 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 37.992 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 129.751 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 178.5 HS Inv. Rating Method 1 HS Inv. Method 83.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 0.1 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 26000 ODOT County 73 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 1-127ft. BULB TEE BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7338T0184SX H Index 100 Latitude 36:04:22.08 Longitude -95:44:10.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26.63 S NBI Text 26000 Vault Link http://plansrv1/bridgemaintvault/b26000 GIS FO/SD Meets Standards H Inv. Method 76.4 Latitude DD 36.0728 Longitude DD -95.736203 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 25527 x -10657305.3684415 y 4310643.16896878