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
16916	0634 0589 X	16916	Blaine	S.H. 51 ALT.	CREEK	0634 0589 X	(13ft.-17ft.-13ft.)X12ft.X70ft. RDY R.C.B., SK. 30 DEG. R.F.	1967	36.14149722	-98.47681111	54.134	72.001	—	3	30	2	70	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.2	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)	B	620	2022	5	Unmatched
Raw data OBJECTID 16768 BRKEY 16916 NBI No. 16916 On Under 1 Structure No. 0634 0589 X Control No. 034 Lane Ind. Milepoint 05890 Facility Carried S.H. 51 ALT. Feature Intersected CREEK Division 05 County 011 Location 5.9 MI N JCT S.H. 51 Sufficiency 98.2 Kind Hwy 3 Level Service 2 Route No. 0051A Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 45 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1967 ADT Total 620 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 70 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 72.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 992 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16916 ODOT County 06 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 (13ft.-17ft.-13ft.)X12ft.X70ft. RDY R.C.B., SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0634 0589 X H Index 95.05 Latitude 36:08:29.39 Longitude -98:28:36.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51A Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level NO VALUE GIVEN Historical Significance 5 Local Bridge ID -1 NBI Text 16916 Vault Link http://plansrv1/bridgemaintvault/b16916 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.14149722 Longitude DD -98.47681111 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16768 x -10962388.4677106 y 4320108.67904084
17198	2546 1246WX	17198	Garvin	I-35	E-W 161 UNDER	2546 1246WX	27ft.-41ft.-27ft. CONT. CONC. SLAB SPANS SK. 73 DEG. 59ft.07ft.	1968	34.68110833	-97.228225	98.097	39.698	—	3	17	2	38.058	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16050	2022	5	Unmatched
Raw data OBJECTID 16767 BRKEY 17198 NBI No. 17198 On Under 1 Structure No. 2546 1246WX Control No. 046 Lane Ind. W Milepoint 12460 Facility Carried I-35 Feature Intersected E-W 161 UNDER Division 03 County 049 Location 2.1 MI N JCT SH 29 Sufficiency 93.8 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 16050 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 5.906 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.058 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 98.097 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17198 ODOT County 25 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 27ft.-41ft.-27ft. CONT. CONC. SLAB SPANS SK. 73 DEG. 59ft.07ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1246WX H Index 72.9715 Latitude 34:40:51.99 Longitude -97:13:41.61 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17198 Vault Link http://plansrv1/bridgemaintvault/b17198 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.68110833 Longitude DD -97.228225 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16767 x -10823396.4977338 y 4120629.04217406
17197	7286 0861SX	17197	Tulsa	U.S. 64 EB	LINCOLN AVE RAMP UNDER	7286 0861SX	89ft. PLATE GIRDER SPA	1968	36.13737222	-96.10739167	90.879	40	—	1	31	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	13000	2022	5	Unmatched
Raw data OBJECTID 16766 BRKEY 17197 NBI No. 17197 On Under 1 Structure No. 7286 0861SX Control No. 086 Lane Ind. S Milepoint 08610 Facility Carried U.S. 64 EB Feature Intersected LINCOLN AVE RAMP UNDER Division 08 County 143 Location 0.5 MI E JCT SH 97 Sufficiency 88.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 13000 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 1 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 90.879 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.1 HS Inv. Rating Method 1 HS Inv. Method 38.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1601 Min Measured Clearance 1506 NBI Rating 17197 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. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 89ft. PLATE GIRDER SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0861SX H Index 86.4773 Latitude 36:08:14.54 Longitude -96:06:26.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name U.S. 64 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17197 Vault Link http://plansrv1/bridgemaintvault/b17197 GIS FO/SD FO H Inv. Method 26.9 Latitude DD 36.13737222 Longitude DD -96.10739167 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16766 x -10698625.9021741 y 4319540.07837059
17196	7286 0861NX	17196	Tulsa	U.S. 64 WB	LINCOLN AVE RAMP UNDER	7286 0861NX	89ft. PLATE GIRDER SPA	1968	36.13763056	-96.10766389	90.879	40	—	1	31	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	25350	2022	5	Unmatched
Raw data OBJECTID 16765 BRKEY 17196 NBI No. 17196 On Under 1 Structure No. 7286 0861NX Control No. 086 Lane Ind. N Milepoint 08610 Facility Carried U.S. 64 WB Feature Intersected LINCOLN AVE RAMP UNDER Division 08 County 143 Location 0.5 MI E JCT SH 97 Sufficiency 88.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 25350 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 1 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44.003 Span Type Main M Material 3 - Steel Design 02 Length 90.879 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.1 HS Inv. Rating Method 1 HS Inv. Method 38.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1604 Min Measured Clearance 1602 NBI Rating 17196 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. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 89ft. PLATE GIRDER SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0861NX H Index 84.6017 Latitude 36:08:15.47 Longitude -96:06:27.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17196 Vault Link http://plansrv1/bridgemaintvault/b17196 GIS FO/SD FO H Inv. Method 26.9 Latitude DD 36.13763056 Longitude DD -96.10766389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16765 x -10698656.2055659 y 4319575.68774698
17102	5408 0536 X	17102	Okfuskee	S.H. 27	CREEK	5408 0536 X	2-10ft.X 8ft.X 52ft. RDY R.C. BOX SK. 60 DEG.	1968	35.35005556	-96.29954722	25.919	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 16761 BRKEY 17102 NBI No. 17102 On Under 1 Structure No. 5408 0536 X Control No. 008 Lane Ind. Milepoint 05360 Facility Carried S.H. 27 Feature Intersected CREEK Division 03 County 107 Location 5.2 MI NW HUGHES CO Sufficiency 97.1 Kind Hwy 3 Level Service 1 Route No. 00027 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 1300 ADT Year 2022 Design Load HS 20 Skew 30 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 25.919 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95.83 HS Inv. Rating Method 1 HS Inv. Method 57.38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 29.204446 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 17102 ODOT County 54 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 8ft.X 52ft. RDY R.C. BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5408 0536 X H Index 99.01 Latitude 35:21:00.2 Longitude -96:17:58.37 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 27 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17102 Vault Link http://plansrv1/bridgemaintvault/b17102 GIS FO/SD Meets Standards H Inv. Method 31.88 Latitude DD 35.35005556 Longitude DD -96.29954722 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16761 x -10720016.5601532 y 4211554.63986515
17101	7102 0443 X	17101	Tillman	U.S. 62	CREEK	7102 0443 X	2-10ft.x9ft.x173ft. RDY. R.C.B, SK. 30 DEG. R.F.	1968	34.63781944	-99.02228889	25.919	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4100	2022	5	Unmatched
Raw data OBJECTID 16760 BRKEY 17101 NBI No. 17101 On Under 1 Structure No. 7102 0443 X Control No. 002 Lane Ind. Milepoint 04430 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 141 Location 4.5 MI E JACKSON C/L Sufficiency 85.6 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 4100 ADT Year 2022 Design Load HS 20 Skew 30 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 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 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 114.8 HS Inv. Rating Method 1 HS Inv. Method 68.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6560 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17101 ODOT County 71 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 2-10ft.x9ft.x173ft. RDY. R.C.B, SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7102 0443 X H Index 94.39 Latitude 34:38:16.15 Longitude -99:01:20.24 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 -1 NBI Text 17101 Vault Link http://plansrv1/bridgemaintvault/b17101 GIS FO/SD Meets Standards H Inv. Method 38.4 Latitude DD 34.63781944 Longitude DD -99.02228889 ODOT County Number 71 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16760 x -11023110.7764192 y 4114770.53221142
17100	7329T0400 X	17100	Wagoner	MUSKOGEE TP	CREEK	7329T0400 X	2-12ft. X 10ft. X 117ft. R.C.B	1968	36.02914444	-95.70086667	24.934	118.999	—	2	0	4	117.001	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)	P	19800	2022	5	Unmatched
Raw data OBJECTID 16759 BRKEY 17100 NBI No. 17100 On Under 1 Structure No. 7329T0400 X Control No. 029 Lane Ind. Milepoint 04000 Facility Carried MUSKOGEE TP Feature Intersected CREEK Division 01 County 145 Location 3.9 MI S-E TULSA C/L Sufficiency 77 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance Y Horizontal Clearance 82.999 Bridge System P 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 1968 ADT Total 19800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 117.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 82.999 Span Type Main M Material 1 - Concrete Design 19 Length 24.934 Deck Width 118.999 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 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 172.9 HS Inv. Rating Method 0 HS Inv. Method 103.5 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 31680 Future ADT Year 2042 Bypass Detour 99.897848 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17100 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft. X 10ft. X 117ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7329T0400 X H Index 99.34 Latitude 36:01:44.92 Longitude -95:42:03.12 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name MUSKOGEE TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04.18 NBI Text 17100 Vault Link http://plansrv1/bridgemaintvault/b17100 GIS FO/SD Meets Standards H Inv. Method 64 Latitude DD 36.02914444 Longitude DD -95.70086667 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16759 x -10653371.7461794 y 4304632.3434245
17099	4405 0326 X	17099	McClain	I-35	CREEK	4405 0326 X	2-10ft.X 10ft.X 261ft. RDY	1968	34.898314	-97.346869	25.919	0	—	2	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	32200	2022	5	Unmatched
Raw data OBJECTID 16758 BRKEY 17099 NBI No. 17099 On Under 1 Structure No. 4405 0326 X Control No. 005 Lane Ind. Milepoint 03260 Facility Carried I-35 Feature Intersected CREEK Division 03 County 087 Location 3.3 MI N GARVIN C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 32200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 364.5 HS Inv. Rating Method 1 HS Inv. Method 218.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 51520 Future ADT Year 2042 Bypass Detour 11.806053 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 17099 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 261ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0326 X H Index 98.02 Latitude 34:53:53.93 Longitude -97:20:48.73 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17099 Vault Link http://plansrv1/bridgemaintvault/b17099 GIS FO/SD Meets Standards H Inv. Method 185 Latitude DD 34.898314 Longitude DD -97.346869 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16758 x -10836603.8873995 y 4150070.9947326
17098	4405 0286 X	17098	McClain	I-35	CREEK	4405 0286 X	2-10ft.X 10ft.X 210ft. RDY	1968	34.893944	-97.342858	22.966	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	32200	2022	5	Unmatched
Raw data OBJECTID 16757 BRKEY 17098 NBI No. 17098 On Under 1 Structure No. 4405 0286 X Control No. 005 Lane Ind. Milepoint 02860 Facility Carried I-35 Feature Intersected CREEK Division 03 County 087 Location 2.9 MI N GARVIN C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 75.787 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 32200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 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 87.9 HS Inv. Rating Method 1 HS Inv. Method 52.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 51520 Future ADT Year 2042 Bypass Detour 11.806053 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 17098 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 210ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0286 X H Index 98.9862 Latitude 34:53:38.2 Longitude -97:20:34.29 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17098 Vault Link http://plansrv1/bridgemaintvault/b17098 GIS FO/SD Meets Standards H Inv. Method 41.9 Latitude DD 34.893944 Longitude DD -97.342858 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16757 x -10836157.3849219 y 4149477.88111117
17097	6135T0270 X	17097	Pittsburg	IND. NATION TP	CO. RD. 6138C UNDER	6135T0270 X	20ft.X 14ft. X 102ft. RC BOX SK 60 LF	1968	34.63671944	-95.73285278	23.1	103.999	—	1	30	4	102.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 16756 BRKEY 17097 NBI No. 17097 On Under 1 Structure No. 6135T0270 X Control No. 035 Lane Ind. Milepoint 02700 Facility Carried IND. NATION TP Feature Intersected CO. RD. 6138C UNDER Division 02 County 121 Location 57.7 MI S OF I-40 Sufficiency 98.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 102.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 23.1 Deck Width 103.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1306 Max Measured Clearance 1307 Min Measured Clearance 1307 NBI Rating 17097 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft.X 14ft. X 102ft. RC BOX SK 60 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6135T0270 X H Index 99.34 Latitude 34:38:12.19 Longitude -95:43:58.27 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name IND. NATION TP Scour N Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 57.76 NBI Text 17097 Vault Link http://plansrv1/bridgemaintvault/b17097 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.63671944 Longitude DD -95.73285278 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16756 x -10656932.423657 y 4114621.70336232
17010	5107 0158 X	17010	Muskogee	U.S. 62	CLOUD CREEK	5107 0158 X	64ft.-80ft.-64ft. CONT. PL	1967	35.74018333	-95.61374167	209	45	—	3	0	2	43	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.5	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2600	2022	5	Unmatched
Raw data OBJECTID 16755 BRKEY 17010 NBI No. 17010 On Under 1 Structure No. 5107 0158 X Control No. 007 Lane Ind. Milepoint 01580 Facility Carried U.S. 62 Feature Intersected CLOUD CREEK Division 01 County 101 Location 1.5 MI E JCT SH16 Sufficiency 85.5 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43 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 1967 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43 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 4 - Steel Continuous Design 02 Length 209 Deck Width 45 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 47 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17010 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.-80ft.-64ft. CONT. PL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5107 0158 X H Index 87.4615 Latitude 35:44:24.66 Longitude -95:36:49.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17010 Vault Link http://plansrv1/bridgemaintvault/b17010 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 35.74018333 Longitude DD -95.61374167 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16755 x -10643673.035544 y 4264929.63983684
17009	6822 1607 X	17009	Sequoyah	MOCKINGBIRD LN	I-40 UNDER	6822 1607 X	32ft. - (2) 76ft. CONTINUOUS - 32ft. I-BEAM SK 16°	1967	35.45196667	-94.83189167	217	29	—	2	16	2	24	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	275	2022	5	Unmatched
Raw data OBJECTID 16754 BRKEY 17009 NBI No. 17009 On Under 1 Structure No. 6822 1607 X Control No. Lane Ind. Milepoint Facility Carried MOCKINGBIRD LN Feature Intersected I-40 UNDER Division 01 County 135 Location 16.07 E MUSKOGEE C/L Sufficiency 84 Kind Hwy 4 Level Service 1 Route No. N4600 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 275 ADT Year 2022 Design Load H 15 Skew 16 No. Main Spans 2 Road Width 24 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 4 - Steel Continuous Design 02 Length 217 Deck Width 29 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 53.6 HS Inv. Rating Method 1 HS Inv. Method 32.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 440 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1700 Min Measured Clearance 1601 NBI Rating 17009 ODOT County 68 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 0 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 32ft. - (2) 76ft. CONTINUOUS - 32ft. I-BEAM SK 16° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1607 X H Index 95.2654 Latitude 35:27:07.08 Longitude -94:49:54.81 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name MOCKINGBIRD LN Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1607 NBI Text 17009 Vault Link http://plansrv1/bridgemaintvault/b17009 GIS FO/SD Meets Standards H Inv. Method 24.8 Latitude DD 35.45196667 Longitude DD -94.83189167 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16754 x -10556637.8916673 y 4225472.50429997
17008	6822 1403 X	17008	Sequoyah	N4580 RD	I-40 UNDER	6822 1403 X	41ft. - (2) 73ft. CONTINUOUS - 30ft. I-BEAM	1967	35.45417778	-94.86734167	219	29	—	2	0	2	24	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.3	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	50	2022	5	Unmatched
Raw data OBJECTID 16753 BRKEY 17008 NBI No. 17008 On Under 1 Structure No. 6822 1403 X Control No. Lane Ind. Milepoint Facility Carried N4580 RD Feature Intersected I-40 UNDER Division 01 County 135 Location 14.03 E MUSKOGEE C/L Sufficiency 90.3 Kind Hwy 4 Level Service 1 Route No. N4580 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 50 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 24 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 4 - Steel Continuous Design 02 Length 219 Deck Width 29 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 47.1 HS Inv. Rating Method 1 HS Inv. Method 28.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80 Future ADT Year 2042 Bypass Detour 13.000001 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 1808 Min Measured Clearance 1603 NBI Rating 17008 ODOT County 68 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 0 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 41ft. - (2) 73ft. CONTINUOUS - 30ft. I-BEAM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1403 X H Index 82.3265 Latitude 35:27:15.04 Longitude -94:52:02.43 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name N4580 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1403 NBI Text 17008 Vault Link http://plansrv1/bridgemaintvault/b17008 GIS FO/SD Meets Standards H Inv. Method 18.1 Latitude DD 35.45417778 Longitude DD -94.86734167 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16753 x -10560584.1676159 y 4225774.6678147
17007	6822 1001 X	17007	Sequoyah	N4540 RD	I-40 UNDER	6822 1001 X	32ft. - (2) 73ft. CONTINUOUS - 32ft. I-BEAM	1967	35.46653056	-94.93531667	211	28	—	2	0	2	24	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.8	Fair (5)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	250	2022	5	Unmatched
Raw data OBJECTID 16752 BRKEY 17007 NBI No. 17007 On Under 1 Structure No. 6822 1001 X Control No. Lane Ind. Milepoint Facility Carried N4540 RD Feature Intersected I-40 UNDER Division 01 County 135 Location 10.01 E MUSKOGEE C/L Sufficiency 73.8 Kind Hwy 4 Level Service 1 Route No. N4540 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 250 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 24 Ref. Underclearance Rt. H Underclearance Right 9.501 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 4 - Steel Continuous Design 02 Length 211 Deck Width 28 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 37.4 HS Inv. Rating Method 1 HS Inv. Method 22.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 400 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1702 Min Measured Clearance 1607 NBI Rating 17007 ODOT County 68 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 0 Lft. Curb SW 2 Rt. Curb SW 2 Description 32ft. - (2) 73ft. CONTINUOUS - 32ft. I-BEAM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1001 X H Index 93.3027 Latitude 35:27:59.51 Longitude -94:56:07.14 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name N4540 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1001 NBI Text 17007 Vault Link http://plansrv1/bridgemaintvault/b17007 GIS FO/SD FO H Inv. Method 14.3 Latitude DD 35.46653056 Longitude DD -94.93531667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16752 x -10568151.1100026 y 4227462.91366691
17006	4405 0750 X	17006	McClain	E1420	I-35 UNDER	4405 0750 X	85ft.-55ft.-76ft. CONT. PL	1967	34.95694444	-97.36861111	219.16	28.871	—	3	0	2	23.95	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	500	2022	5	Unmatched
Raw data OBJECTID 16751 BRKEY 17006 NBI No. 17006 On Under 1 Structure No. 4405 0750 X Control No. Lane Ind. Milepoint Facility Carried E1420 Feature Intersected I-35 UNDER Division 03 County 087 Location 7.5 MI N GARVIN C/L Sufficiency 86.9 Kind Hwy 4 Level Service 1 Route No. E1420 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.95 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 500 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.95 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 18.045 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 219.16 Deck Width 28.871 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 66 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 1.999945 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 17006 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 85ft.-55ft.-76ft. CONT. PL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 0750 X H Index 96.8979 Latitude 34:57:25 Longitude -97:22:07 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E1420 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17006 Vault Link http://plansrv1/bridgemaintvault/b17006 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 34.95694444 Longitude DD -97.36861111 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16751 x -10839024.2080135 y 4158031.60370851
17005	6822 0427 X	17005	Sequoyah	N4490 RD	I-40 UNDER	6822 0427 X	32ft. - (2) 74ft. CONTINUOUS - 32ft. I-BEAM SK 10°	1967	35.49001944	-95.02609167	214	30	—	2	10	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	50	2022	5	Unmatched
Raw data OBJECTID 16750 BRKEY 17005 NBI No. 17005 On Under 1 Structure No. 6822 0427 X Control No. Lane Ind. Milepoint Facility Carried N4490 RD Feature Intersected I-40 UNDER Division 01 County 135 Location 4.27 E MUSKOGEE C/L Sufficiency 96 Kind Hwy 4 Level Service 1 Route No. N4490 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 50 ADT Year 2022 Design Load H 20 Skew 10 No. Main Spans 2 Road Width 28 Ref. Underclearance Rt. H Underclearance Right 9 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 4 - Steel Continuous Design 02 Length 214 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 60.8 HS Inv. Rating Method 1 HS Inv. Method 36.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 80 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1710 Min Measured Clearance 1700 NBI Rating 17005 ODOT County 68 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 1 Rt. Curb SW 1 Description 32ft. - (2) 74ft. CONTINUOUS - 32ft. I-BEAM SK 10° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 0427 X H Index 76.1166 Latitude 35:29:24.07 Longitude -95:01:33.93 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name N4490 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-0427 NBI Text 17005 Vault Link http://plansrv1/bridgemaintvault/b17005 GIS FO/SD FO H Inv. Method 20.3 Latitude DD 35.49001944 Longitude DD -95.02609167 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16750 x -10578256.1367793 y 4230673.83806743
16915	6822 0487NX	16915	Sequoyah	I-40 WB	CREEK	6822 0487NX	(12ft. - 14ft. - 12ft.) X 6ft. X 99ft. LONG RCB SK 37°	1967	35.492244	-95.014989	52.6	77	—	3	37	2	75	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	38.8	Serious (3)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8300	2022	5	Unmatched
Raw data OBJECTID 16749 BRKEY 16915 NBI No. 16915 On Under 1 Structure No. 6822 0487NX Control No. 022 Lane Ind. N Milepoint 04870 Facility Carried I-40 WB Feature Intersected CREEK Division 01 County 135 Location 4.87 E MUSKOGEE C/L Sufficiency 38.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 8300 ADT Year 2022 Design Load HS 20 Skew 37 No. Main Spans 3 Road Width 75 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 52.6 Deck Width 77 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 3 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.7 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13280 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 16915 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 6ft. X 99ft. LONG RCB SK 37° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 0487NX H Index 66.542 Latitude 35:29:32.08 Longitude -95:00:53.96 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-0487N NBI Text 16915 Vault Link http://plansrv1/bridgemaintvault/b16915 GIS FO/SD FO H Inv. Method 18.5 Latitude DD 35.492244 Longitude DD -95.014989 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16749 x -10577020.1932085 y 4230977.98354405
16914	1913 0308 X	16914	Creek	S.H. 48	MOSQUITO CREEK	1913 0308 X	13X17X13X13X85RCB	1967	35.92469444	-96.39915556	54.134	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 16748 BRKEY 16914 NBI No. 16914 On Under 1 Structure No. 1913 0308 X Control No. 013 Lane Ind. Milepoint 03080 Facility Carried S.H. 48 Feature Intersected MOSQUITO CREEK Division 08 County 037 Location 3.1 MI N JCT SH 66 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1967 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 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 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2240 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16914 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 13X17X13X13X85RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1913 0308 X H Index 88.8462 Latitude 35:55:28.9 Longitude -96:23:56.96 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 48 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16914 Vault Link http://plansrv1/bridgemaintvault/b16914 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.92469444 Longitude DD -96.39915556 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16748 x -10731104.9098408 y 4290264.38438341
16910	6822 1623 X	16910	Sequoyah	I-40	CREEK	6822 1623 X	(12ft. - 14ft. - 12ft.) X 10ft. X 279.4ft. LONG RCB SK 30°	1967	35.45121667	-94.82920278	46.2	240	—	3	30	4	238	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	19600	2022	5	Unmatched
Raw data OBJECTID 16744 BRKEY 16910 NBI No. 16910 On Under 1 Structure No. 6822 1623 X Control No. 022 Lane Ind. Milepoint 16230 Facility Carried I-40 Feature Intersected CREEK Division 01 County 135 Location 16.23 E MUSKOGEE C/L Sufficiency 85 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 19600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 238 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 46.2 Deck Width 240 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31360 Future ADT Year 2042 Bypass Detour 13 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 16910 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 10ft. X 279.4ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1623 X H Index 97.2613 Latitude 35:27:04.38 Longitude -94:49:45.13 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1623 NBI Text 16910 Vault Link http://plansrv1/bridgemaintvault/b16910 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.45121667 Longitude DD -94.82920278 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16744 x -10556338.5658017 y 4225370.01348481
17096	5160T0096 X	17096	Muskogee	MUSKOGEE TP	CREEK	5162T0210 X	2-10ft. X 6ft. X 121ft. R.C.B.	1968	35.782686	-95.310144	20.997	122.999	—	2	0	4	121.001	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)	P	17900	2022	5	Unmatched
Raw data OBJECTID 16737 BRKEY 17096 NBI No. 17096 On Under 1 Structure No. 5160T0096 X Control No. 060 Lane Ind. Milepoint 00960 Facility Carried MUSKOGEE TP Feature Intersected CREEK Division 01 County 101 Location T.P. NO 33.19 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 P 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 1968 ADT Total 17900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 121.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 82.999 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 122.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 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 28640 Future ADT Year 2042 Bypass Detour 99.897848 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 17096 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 6ft. X 121ft. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5162T0210 X H Index 100 Latitude 35:46:57.67 Longitude -95:18:36.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name MUSKOGEE TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 33.19 NBI Text 17096 Vault Link http://plansrv1/bridgemaintvault/b17096 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.782686 Longitude DD -95.310144 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16737 x -10609876.6975136 y 4270760.3538131
17095	5160 0096WXR	17095	Muskogee	S.H. 165 RAMP	HYDE PARK CREEK	5160 0096WXR	2-10ft.X 6ft.X 98ft. R.C.B	1968	35.78238333	-95.31108889	20.997	0	—	2	0	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	3250	2022	5	Unmatched
Raw data OBJECTID 16736 BRKEY 17095 NBI No. 17095 On Under 1 Structure No. 5160 0096WXR Control No. 060 Lane Ind. W Milepoint 00960 Facility Carried S.H. 165 RAMP Feature Intersected HYDE PARK CREEK Division 01 County 101 Location 1.0 MI N OF US 62 Sufficiency 99.5 Kind Hwy 3 Level Service 7 Route No. 00165 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 3250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 1 Fill RCB 10 Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5200 Future ADT Year 2042 Bypass Detour 2 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 17095 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. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 6ft.X 98ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5160 0096WXR H Index 100 Latitude 35:46:56.58 Longitude -95:18:39.92 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 165 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 17095 Vault Link http://plansrv1/bridgemaintvault/b17095 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.78238333 Longitude DD -95.31108889 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16736 x -10609981.8821872 y 4270718.82111825
17094	5160 0096EXR	17094	Muskogee	S.H. 165 RAMP	HYDE PARK CREEK	5160 0096EXR	2-10ft.X 6ft.X 110ft. R.C.B	1968	35.78274722	-95.30981944	20.997	0	—	2	30	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	3250	2022	5	Unmatched
Raw data OBJECTID 16735 BRKEY 17094 NBI No. 17094 On Under 1 Structure No. 5160 0096EXR Control No. 060 Lane Ind. E Milepoint 00960 Facility Carried S.H. 165 RAMP Feature Intersected HYDE PARK CREEK Division 01 County 101 Location 1.0 MI N OF US 62 Sufficiency 99.5 Kind Hwy 3 Level Service 7 Route No. 00165 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 3250 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 1 Fill RCB 10 Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 19 Length 20.997 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5200 Future ADT Year 2042 Bypass Detour 2 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 17094 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. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 6ft.X 110ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5160 0096EXR H Index 66.0728 Latitude 35:46:57.89 Longitude -95:18:35.35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 165 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 17094 Vault Link http://plansrv1/bridgemaintvault/b17094 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.78274722 Longitude DD -95.30981944 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16735 x -10609840.5676596 y 4270768.75450493
17093	6135T0190 X	17093	Pittsburg	IND. NATION TP	CO. RD. 6138C UNDER	6135T0190 X	20ft. X 14ft. RC BOX X 108ft. CL. RDY.	1968	34.62602222	-95.73571944	23.1	110	—	1	30	4	107.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 16734 BRKEY 17093 NBI No. 17093 On Under 1 Structure No. 6135T0190 X Control No. 035 Lane Ind. Milepoint 01900 Facility Carried IND. NATION TP Feature Intersected CO. RD. 6138C UNDER Division 02 County 121 Location 58.5 MI S OF I-40 Sufficiency 98.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 107.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 23.1 Deck Width 110 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1308 Max Measured Clearance 1309 Min Measured Clearance 1309 NBI Rating 17093 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 20ft. X 14ft. RC BOX X 108ft. CL. RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6135T0190 X H Index 98.152 Latitude 34:37:33.68 Longitude -95:44:08.59 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name IND. NATION TP Scour N Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 58.53 NBI Text 17093 Vault Link http://plansrv1/bridgemaintvault/b17093 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.62602222 Longitude DD -95.73571944 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16734 x -10657251.5387885 y 4113174.48360227
17092	7102 0043 X	17092	Tillman	U.S. 62	CREEK	7102 0043 X	3-8ft.x5ft.x162ft. RDY. R.C.B.	1968	34.63783611	-99.0925	26.903	164	—	3	0	2	162.001	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	02 - Principal Arterial Other (Rural)	C	4500	2022	5	Unmatched
Raw data OBJECTID 16733 BRKEY 17092 NBI No. 17092 On Under 1 Structure No. 7102 0043 X Control No. 002 Lane Ind. Milepoint 00430 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 141 Location 0.4 MI E JACKSON C/L Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 162.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 77.001 Span Type Main M Material 1 - Concrete Design 19 Length 26.903 Deck Width 164 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 284.5 HS Inv. Rating Method 1 HS Inv. Method 170.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17092 ODOT County 71 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 3-8ft.x5ft.x162ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7102 0043 X H Index 96.7 Latitude 34:38:16.21 Longitude -99:05:33 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 -1 NBI Text 17092 Vault Link http://plansrv1/bridgemaintvault/b17092 GIS FO/SD Meets Standards H Inv. Method 109.2 Latitude DD 34.63783611 Longitude DD -99.0925 ODOT County Number 71 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16733 x -11030926.6414325 y 4114772.78766017
17091	6135R0020 X	17091	Pittsburg	IND. NATION TP	CREEK	6135R0020 X	2-10ft.	1968	34.595	-95.74	22.966	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	_	Open, no restriction (A)	63	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	2500	1999	5	Unmatched
Raw data OBJECTID 16732 BRKEY 17091 NBI No. 17091 On Under 1 Structure No. 6135R0020 X Control No. 035 Lane Ind. Milepoint 00200 Facility Carried IND. NATION TP Feature Intersected CREEK Division 02 County 121 Location 60.1 MI'S JCT. I-40 Sufficiency 63 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 87.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 2500 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type _ No. Lanes 4 Fill RCB 05 Appr. Roadway Width 87.001 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 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 7 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 2158 Future ADT Year 2017 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 17091 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6135R0020 X H Index 100 Latitude 34:35:42 Longitude -95:44:24 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name IND. NATION TP Scour 6 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17091 Vault Link http://plansrv1/bridgemaintvault/b17091 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 34.595 Longitude DD -95.74 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16732 x -10657728.048548 y 4108978.56284423
17004	5115 1127 X	17004	Muskogee	S.H. 100	I-40 UNDER	5115 1127 X	32ft.(2-77ft. CONT.)32ft.	1967	35.48268611	-95.1498	219.16	32.999	—	2	17	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.4	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1800	2022	5	Unmatched
Raw data OBJECTID 16731 BRKEY 17004 NBI No. 17004 On Under 1 Structure No. 5115 1127 X Control No. Lane Ind. Milepoint Facility Carried S.H. 100 Feature Intersected I-40 UNDER Division 01 County 101 Location 11.2 MI E C/L Sufficiency 81.4 Kind Hwy 3 Level Service 1 Route No. 00100 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 1800 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 219.16 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 11.5 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1610 Min Measured Clearance 1604 NBI Rating 17004 ODOT County 51 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 1.499 Rt. Curb SW 1.499 Description 32ft.(2-77ft. CONT.)32ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5115 1127 X H Index 78.8686 Latitude 35:28:57.67 Longitude -95:08:59.28 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name S.H. 100 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17004 Vault Link http://plansrv1/bridgemaintvault/b17004 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 35.48268611 Longitude DD -95.1498 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16731 x -10592027.2850818 y 4229671.27283508
17003	7502 0464 X	17003	Washita	FMRC R.R.	I-40 UNDER	7502 0464 X	32ft.,2-64ft.,33ft. PLATE GIRDER SPANS, R/R BR.	1967	35.42630556	-99.28330556	200.131	14.501	—	4	26	4	52.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	27 - Railroad	27 - Railroad	1 - On Highway	01 - Principal Arterial Interstate (Rural)	H	18100	2022	5	Unmatched
Raw data OBJECTID 16730 BRKEY 17003 NBI No. 17003 On Under 2 Structure No. 7502 0464 X Control No. 002 Lane Ind. Milepoint 04640 Facility Carried FMRC R.R. Feature Intersected I-40 UNDER Division 05 County 149 Location 4.6 MI E BECKHAM CO Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 2 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System H Owner 27 - Railroad Custodian 27 - Railroad Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 18100 ADT Year 2022 Design Load Railroad Skew 26 No. Main Spans 4 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 8.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 9.003 Span Type Main M Material 3 - Steel Design 02 Length 200.131 Deck Width 14.501 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 0 Deck Rating N Super Rating N Sub Rating N Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 0 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 28960 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1703 Min Measured Clearance 1508 NBI Rating 17003 ODOT County 75 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 9 Lft. Curb SW 3.501 Rt. Curb SW 0 Description 32ft.,2-64ft.,33ft. PLATE GIRDER SPANS, R/R BR. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7502 0464 X H Index -1 Latitude 35:25:34.7 Longitude -99:16:59.9 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-40 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 17003 Vault Link http://plansrv1/bridgemaintvault/b17003 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.42630556 Longitude DD -99.28330556 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16730 x -11052167.0192122 y 4221966.34275415
17000	1406R0086 X	17000	Cleveland	S.H. 9	I-35 UNDER	1406 0086 X	30ft.(2-67ft. CONT.)34ft.	1967	35.1982	-97.48166111	201.115	55.118	—	2	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	29200	2014	5	Unmatched
Raw data OBJECTID 16727 BRKEY 17000 NBI No. 17000 On Under 1 Structure No. 1406R0086 X Control No. Lane Ind. Milepoint Facility Carried S.H. 9 Feature Intersected I-35 UNDER Division 03 County 027 Location 0.9 MI N MCCLAIN C/L Sufficiency 83 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1967 ADT Total 29200 ADT Year 2014 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 34.121 Underclearance Left 5.906 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 201.115 Deck Width 55.118 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 77.2 HS Inv. Rating Method 1 HS Inv. Method 46.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 46720 Future ADT Year 2034 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1704 Min Measured Clearance 1603 NBI Rating 17000 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.625 Rt. Curb SW 2.625 Description 30ft.(2-67ft. CONT.)34ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1406 0086 X H Index 82.8207 Latitude 35:11:53.52 Longitude -97:28:53.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 9 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17000 Vault Link http://plansrv1/bridgemaintvault/b17000 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 35.1982 Longitude DD -97.48166111 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16727 x -10851608.8764477 y 4190848.45934004
16999	4405 1370 X	16999	McClain	I-35 NB	S.H. 74 SB RAMP UNDER	4405 1370EX	63ft.-75ft.-53ft. CONT. I-	1967	35.045425	-97.37688611	193.898	39.698	—	3	55	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.4	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	35900	2022	5	Unmatched
Raw data OBJECTID 16726 BRKEY 16999 NBI No. 16999 On Under 1 Structure No. 4405 1370 X Control No. 005 Lane Ind. Milepoint 13700 Facility Carried I-35 NB Feature Intersected S.H. 74 SB RAMP UNDER Division 03 County 087 Location JCT I-35 & SH 74G Sufficiency 83.4 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 35900 ADT Year 2022 Design Load HS 20 Skew 55 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 5.906 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 193.898 Deck Width 39.698 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 57440 Future ADT Year 2042 Bypass Detour 4.97097 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 16999 ODOT County 44 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 63ft.-75ft.-53ft. CONT. I- Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1370EX H Index 91.0087 Latitude 35:02:43.53 Longitude -97:22:36.79 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16999 Vault Link http://plansrv1/bridgemaintvault/b16999 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.045425 Longitude DD -97.37688611 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16726 x -10839945.3767998 y 4170055.93484712
17255	1036 2023WX	17255	Carter	I-35 SB	CO. RD. E182.9 UNDER	1036 2023WX	47ft. - 45ft. - 56ft. CONTINUOUS I-BEAM SPANS SKEWED 14 DEG. WITH (2) 6ft. CURBS	1968	34.36027778	-97.14866944	148.95	39.8	—	3	14	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15400	2022	5	Unmatched
Raw data OBJECTID 16725 BRKEY 17255 NBI No. 17255 On Under 1 Structure No. 1036 2023WX Control No. 036 Lane Ind. W Milepoint 20230 Facility Carried I-35 SB Feature Intersected CO. RD. E182.9 UNDER Division 07 County 019 Location 1.9 MI N JCT SH53 Sufficiency 94.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 15400 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 148.95 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24640 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 2300 Max Measured Clearance 2610 Min Measured Clearance 2303 NBI Rating 17255 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 47ft. - 45ft. - 56ft. CONTINUOUS I-BEAM SPANS SKEWED 14 DEG. WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 2023WX H Index 62.5789 Latitude 34:21:37 Longitude -97:08:55.21 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 130 NBI Text 17255 Vault Link http://plansrv1/bridgemaintvault/b17255 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.36027778 Longitude DD -97.14866944 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16725 x -10814540.4133049 y 4077281.73152717
17254	5163T0639 X	17254	Muskogee	N4370	MUSKOGEE TP UNDER	5163T0608 X	2-72ft. PC BEAM SPANS	1968	35.55291667	-95.23459722	146.982	22.999	—	2	10	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	150	2022	5	Unmatched
Raw data OBJECTID 16724 BRKEY 17254 NBI No. 17254 On Under 1 Structure No. 5163T0639 X Control No. Lane Ind. Milepoint Facility Carried N4370 Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location 6 MI'S NE JCT I-40 Sufficiency 77.9 Kind Hwy 4 Level Service 1 Route No. N4370 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.801 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 150 ADT Year 2022 Design Load H 15 Skew 10 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 146.982 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 39.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1701 Min Measured Clearance 1608 NBI Rating 17254 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-72ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5163T0608 X H Index 91.242 Latitude 35:33:10.5 Longitude -95:14:04.55 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name N4370 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 50.33 NBI Text 17254 Vault Link http://plansrv1/bridgemaintvault/b17254 GIS FO/SD FO H Inv. Method 30.3 Latitude DD 35.55291667 Longitude DD -95.23459722 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16724 x -10601466.8684329 y 4239276.50003463
17253	7290 0469WX	17253	Tulsa	S.H. 11 EB	PINE ST UNDER	7290 0469WX	33.45 FT. - 83.43 FT. - 33.53 FT. STEEL BEAM WITH VARYING SKEW L.F. AND 36 FT. CLR.	1968	36.17725833	-95.88516667	150.583	39	—	3	20	2	36	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.8	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	17150	2022	5	Unmatched
Raw data OBJECTID 16723 BRKEY 17253 NBI No. 17253 On Under 1 Structure No. 7290 0469WX Control No. 090 Lane Ind. W Milepoint 04690 Facility Carried S.H. 11 EB Feature Intersected PINE ST UNDER Division 08 County 143 Location 1.7 MI SE SHERIDAN RD Sufficiency 91.8 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 17150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 3 Road Width 36 Ref. Underclearance Rt. H Underclearance Right 6 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 150.583 Deck Width 39 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 9 Super Rating 9 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 8 HS Operating Rating Method 3 HS Operating Rating 50.3 HS Inv. Rating Method 3 HS Inv. Method 38.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 27440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1509 Min Measured Clearance 1501 NBI Rating 17253 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 33.45 FT. - 83.43 FT. - 33.53 FT. STEEL BEAM WITH VARYING SKEW L.F. AND 36 FT. CLR. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0469WX H Index 75.8568 Latitude 36:10:38.13 Longitude -95:53:06.6 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name S.H. 11 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17253 Vault Link http://plansrv1/bridgemaintvault/b17253 GIS FO/SD Meets Standards H Inv. Method 36.1 Latitude DD 36.17725833 Longitude DD -95.88516667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16723 x -10673887.9283326 y 4325039.33671156
17252	5406 0374 X	17252	Okfuskee	U.S. 75	ALABAMA CREEK	5406 0374 X	45ft.-50ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1968	35.33550278	-96.14485833	141.076	42.979	—	3	0	2	40.026	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1100	2022	5	Unmatched
Raw data OBJECTID 16722 BRKEY 17252 NBI No. 17252 On Under 1 Structure No. 5406 0374 X Control No. 006 Lane Ind. Milepoint 03740 Facility Carried U.S. 75 Feature Intersected ALABAMA CREEK Division 03 County 107 Location 3.8 MI N HUGHES CO Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1968 ADT Total 1100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.026 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 141.076 Deck Width 42.979 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 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17252 ODOT County 54 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 1.64 Rt. Curb SW 1.64 Description 45ft.-50ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5406 0374 X H Index 97.5214 Latitude 35:20:07.81 Longitude -96:08:41.49 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17252 Vault Link http://plansrv1/bridgemaintvault/b17252 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.33550278 Longitude DD -96.14485833 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16722 x -10702796.671687 y 4209568.62009619
17251	5163T1344 X	17251	Muskogee	E0950	MUSKOGEE TP UNDER	5163T1316 X	2-71ft. PC BEAM SPANS	1968	35.638422	-95.303069	144.029	22.999	—	2	0	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	150	2022	5	Unmatched
Raw data OBJECTID 16721 BRKEY 17251 NBI No. 17251 On Under 1 Structure No. 5163T1344 X Control No. Lane Ind. Milepoint Facility Carried E0950 Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location 8.6 MI'S S.JCT US 62 Sufficiency 78 Kind Hwy 4 Level Service 1 Route No. E0950 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.801 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 150 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 144.029 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 66.7 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1700 Min Measured Clearance 1607 NBI Rating 17251 ODOT County 51 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-71ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5163T1316 X H Index 91.2479 Latitude 35:38:18.32 Longitude -95:18:11.05 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E0950 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 43.28 NBI Text 17251 Vault Link http://plansrv1/bridgemaintvault/b17251 GIS FO/SD FO H Inv. Method 30.8 Latitude DD 35.638422 Longitude DD -95.303069 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16721 x -10609089.1121162 y 4250982.17911466
17250	5163T1757 X	17250	Muskogee	E0910	MUSKOGEE TP UNDER	5163T1733 X	69ft.-75ft. PC BEAM SPANS	1968	35.696967	-95.309628	146.982	22.999	—	2	6	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	150	2022	5	Unmatched
Raw data OBJECTID 16720 BRKEY 17250 NBI No. 17250 On Under 1 Structure No. 5163T1757 X Control No. Lane Ind. Milepoint Facility Carried E0910 Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location 4 MI'S SOUTH JCT US 62 Sufficiency 78 Kind Hwy 4 Level Service 1 Route No. E0910 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.201 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 150 ADT Year 2022 Design Load H 15 Skew 6 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 146.982 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 63.3 HS Inv. Rating Method 1 HS Inv. Method 37.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1702 Max Measured Clearance 1803 Min Measured Clearance 1607 NBI Rating 17250 ODOT County 51 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 69ft.-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5163T1733 X H Index 99.2873 Latitude 35:41:49.08 Longitude -95:18:34.66 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E0910 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 39.14 NBI Text 17250 Vault Link http://plansrv1/bridgemaintvault/b17250 GIS FO/SD FO H Inv. Method 28.8 Latitude DD 35.696967 Longitude DD -95.309628 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16720 x -10609819.2566563 y 4259004.21324751
17186	7408R0751 X	17186	Washington	U.S. 75	POST OAK CREEK	7408R0751 X	48.5ft. CONC. GIRDER SPAN WITH 5ft. OF FILL ON THE FLOOR	1968	36.83666667	-95.935	58.071	56.001	—	1	0	2	43.999	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Excellent (9)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8310	1999	5	Unmatched
Raw data OBJECTID 16719 BRKEY 17186 NBI No. 17186 On Under 1 Structure No. 7408R0751 X Control No. 008 Lane Ind. Milepoint 07510 Facility Carried U.S. 75 Feature Intersected POST OAK CREEK Division 08 County 147 Location 7.5 MI N JCT US 60 E Sufficiency 95.1 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 8310 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 05 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 02 Length 58.071 Deck Width 56.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating _ Culv. Rating N Structure Rating 9 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7200 Future ADT Year 2017 Bypass Detour 3.106856 School Bus Rte. 1 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 17186 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 48.5ft. CONC. GIRDER SPAN WITH 5ft. OF FILL ON THE FLOOR Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7408R0751 X H Index 72.0829 Latitude 36:50:12 Longitude -95:56:06 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 75 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17186 Vault Link http://plansrv1/bridgemaintvault/b17186 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.83666667 Longitude DD -95.935 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16719 x -10679435.3492527 y 4416364.61480511
17185	1626 0460 X	17185	Comanche	S.H. 36	SPRING CREEK	1626 0460 X	(12ft.-14ft.-12ft.)X 9ft.X 63ft. R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS	1968	34.45103333	-98.59412222	59.055	64.961	—	3	45	2	62.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 16718 BRKEY 17185 NBI No. 17185 On Under 1 Structure No. 1626 0460 X Control No. 026 Lane Ind. Milepoint 04600 Facility Carried S.H. 36 Feature Intersected SPRING CREEK Division 07 County 031 Location 4.7 MI.NE. TILLMAN CL Sufficiency 97.1 Kind Hwy 3 Level Service 1 Route No. 00036 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.03 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 1968 ADT Total 1300 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 62.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 59.055 Deck Width 64.961 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.4 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 29.204446 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 17185 ODOT County 16 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 (12ft.-14ft.-12ft.)X 9ft.X 63ft. R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1626 0460 X H Index 97.6088 Latitude 34:27:03.72 Longitude -98:35:38.84 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 36 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 070 NBI Text 17185 Vault Link http://plansrv1/bridgemaintvault/b17185 GIS FO/SD Meets Standards H Inv. Method 22.8 Latitude DD 34.45103333 Longitude DD -98.59412222 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16718 x -10975447.4807402 y 4089526.77005392
16998	7209 1254SXR	16998	Tulsa	S.H11 EB TO I244EB	I-244 EB & MEMORIAL RAMP	7209 1254SX	45ft.,97ft.,45ft.WLD PLTGR SKEW VARIES	1967	36.161842	-95.881472	191.82	40	—	3	35	1	37	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35500	2022	5	Unmatched
Raw data OBJECTID 16707 BRKEY 16998 NBI No. 16998 On Under 1 Structure No. 7209 1254SXR Control No. Lane Ind. Milepoint Facility Carried S.H11 EB TO I244EB Feature Intersected I-244 EB & MEMORIAL RAMP Division 08 County 143 Location 5.54 MI E JCT I 444 Sufficiency 93.7 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 35500 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 3 Road Width 37 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 37 Span Type Main M Material 3 - Steel Design 02 Length 191.82 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 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 56800 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1800 Min Measured Clearance 1609 NBI Rating 16998 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.,97ft.,45ft.WLD PLTGR SKEW VARIES Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1254SX H Index 67.8362 Latitude 36:09:42.63 Longitude -95:52:53.3 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name S.H. 11 EB TO I-244 / US412 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 16998 Vault Link http://plansrv1/bridgemaintvault/b16998 GIS FO/SD FO H Inv. Method 23 Latitude DD 36.161842 Longitude DD -95.881472 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16707 x -10673476.6395495 y 4322913.49362018
16997	1406R0941 X	16997	Cleveland	19TH ST. (FAU9260)	I-35 UNDER	1406R0941 X	32ft.(2-62ft. CONT.)32ft.	1967	35.32166667	-97.49	189.961	36.001	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	49	Poor (4)	Imminent failure (1)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	1999	5	Unmatched
Raw data OBJECTID 16706 BRKEY 16997 NBI No. 16997 On Under 1 Structure No. 1406R0941 X Control No. Lane Ind. Milepoint Facility Carried 19TH ST. (FAU9260) Feature Intersected I-35 UNDER Division 03 County 027 Location 9.4 MI N MCCLAIN C/L Sufficiency 49 Kind Hwy 5 Level Service 1 Route No. 09260 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1967 ADT Total 5000 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 13.701 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 189.961 Deck Width 36.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 1 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 69000 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16997 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 32ft.(2-62ft. CONT.)32ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1406R0941 X H Index 100 Latitude 35:19:18 Longitude -97:29:24 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name 19TH ST. (FAU9260) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16997 Vault Link http://plansrv1/bridgemaintvault/b16997 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.32166667 Longitude DD -97.49 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16706 x -10852537.1574362 y 4207680.73599533
16996	7209 0916 X	16996	Tulsa	UTILITY BRIDGE	I-244 UNDER	7209 0916 X	102ft.-95ft. CONT. REINF	1967	36.159383	-95.940547	198.163	9.199	—	2	0	8	60	2 - Concrete Continuous	Box Beam or Girders — Single or Spread (06)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	62600	2022	5	Unmatched
Raw data OBJECTID 16705 BRKEY 16996 NBI No. 16996 On Under 2 Structure No. 7209 0916 X Control No. 009 Lane Ind. Milepoint 09160 Facility Carried UTILITY BRIDGE Feature Intersected I-244 UNDER Division 08 County 143 Location 9.1 MI N JCT I-44 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 62600 ADT Year 2022 Design Load Other or Unknown Skew 0 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 2 - Concrete Continuous Design 06 Length 198.163 Deck Width 9.199 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 7 Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry N Underclearance 4 Bridge Posting 0 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 100160 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1704 Max Measured Clearance 2000 Min Measured Clearance 1703 NBI Rating 16996 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 102ft.-95ft. CONT. REINF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0916 X H Index 99.989 Latitude 36:09:33.78 Longitude -95:56:25.97 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-244 UNDER Scour N Design Structure 6 - Box Beam or Girders - Single FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16996 Vault Link http://plansrv1/bridgemaintvault/b16996 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.159383 Longitude DD -95.940547 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16705 x -10680052.8384681 y 4322574.44715997
16995	5107 0875 X	16995	Muskogee	U.S. 62	PECAN CREEK	5107 0875 X	3-60ft. PRESTRESSED CO	1967	35.74025556	-95.48519444	181.102	46.499	—	3	30	2	42.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2700	2022	5	Unmatched
Raw data OBJECTID 16704 BRKEY 16995 NBI No. 16995 On Under 1 Structure No. 5107 0875 X Control No. 007 Lane Ind. Milepoint 08750 Facility Carried U.S. 62 Feature Intersected PECAN CREEK Division 01 County 101 Location 8.7 MI E JCT SH 16 Sufficiency 90 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1967 ADT Total 2700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 42.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 181.102 Deck Width 46.499 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 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 44.738726 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16995 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. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5107 0875 X H Index 85.5185 Latitude 35:44:24.92 Longitude -95:29:06.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16995 Vault Link http://plansrv1/bridgemaintvault/b16995 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.74025556 Longitude DD -95.48519444 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16704 x -10629363.2233575 y 4264939.54604273
16994	6822 0672SX	16994	Sequoyah	I-40 EB	VIAN CREEK	6822 0672SX	(3) 60ft. CONTINUOUS I-BEAM	1967	35.489294	-94.984136	182	41.33	—	3	0	2	38.33	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8200	2022	5	Unmatched
Raw data OBJECTID 16703 BRKEY 16994 NBI No. 16994 On Under 1 Structure No. 6822 0672SX Control No. 022 Lane Ind. S Milepoint 06720 Facility Carried I-40 EB Feature Intersected VIAN CREEK Division 01 County 135 Location 6.72 E MUSKOGEE C/L Sufficiency 96.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.33 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 8200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38.33 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.33 Span Type Main M Material 4 - Steel Continuous Design 02 Length 182 Deck Width 41.33 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 33.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13120 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 16994 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 60ft. CONTINUOUS I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 0672SX H Index 85.3973 Latitude 35:29:21.46 Longitude -94:59:02.89 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-0672S NBI Text 16994 Vault Link http://plansrv1/bridgemaintvault/b16994 GIS FO/SD Meets Standards H Inv. Method 33.1 Latitude DD 35.489294 Longitude DD -94.984136 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16703 x -10573585.652959 y 4230574.65654638
16993	6822 0672NX	16993	Sequoyah	I-40 WB	VIAN CREEK	6822 0672NX	(3) 60ft. CONTINUOUS I-BEAM	1967	35.48990833	-94.98356111	182.001	41	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	38.8	Critical (2)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8300	2022	5	Unmatched
Raw data OBJECTID 16702 BRKEY 16993 NBI No. 16993 On Under 1 Structure No. 6822 0672NX Control No. 022 Lane Ind. N Milepoint 06720 Facility Carried I-40 WB Feature Intersected VIAN CREEK Division 01 County 135 Location 6.72 E MUSKOGEE C/L Sufficiency 38.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 8300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 182.001 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 2 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 0 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13280 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16993 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 60ft. CONTINUOUS I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 0672NX H Index 80.7272 Latitude 35:29:23.67 Longitude -94:59:00.82 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-0672N NBI Text 16993 Vault Link http://plansrv1/bridgemaintvault/b16993 GIS FO/SD FO H Inv. Method 33.1 Latitude DD 35.48990833 Longitude DD -94.98356111 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16702 x -10573521.656497 y 4230658.64714754
17272	1222 0230 X	17272	Choctaw	CO. RD.	U.S. 70 / U.S. 271 UNDER	1222 0230 X	(2) 80ft. CONTINUOUS PLATE GIRDER	1968	33.995736	-95.538364	162.001	28.999	—	2	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Fair (5)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 16701 BRKEY 17272 NBI No. 17272 On Under 1 Structure No. 1222 0230 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected U.S. 70 / U.S. 271 UNDER Division 02 County 023 Location 2.30 S & E JCT US-70 BR Sufficiency 81.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 12.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.001 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 3 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 38 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 2 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 1701 Min Measured Clearance 1604 NBI Rating 17272 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description (2) 80ft. CONTINUOUS PLATE GIRDER Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1222 0230 X H Index 86.7192 Latitude 33:59:44.65 Longitude -95:32:18.11 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name N4210 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 049 NBI Text 17272 Vault Link http://plansrv1/bridgemaintvault/b17272 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 33.995736 Longitude DD -95.538364 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16701 x -10635282.0317024 y 4028229.48948257
17271	5162R0200 X	17271	Muskogee	E0850 (HYDE PARK)	MUSKOGEE TP UNDER	5162R0200 X	79ft.-84ft. PREST. CONC BM SPANS	1968	35.31666667	-95.55972222	166.01	28.999	—	2	0	4	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	88.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	9120	1999	5	Unmatched
Raw data OBJECTID 16700 BRKEY 17271 NBI No. 17271 On Under 2 Structure No. 5162R0200 X Control No. 062 Lane Ind. Milepoint 02000 Facility Carried E0850 (HYDE PARK) Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location T.P NO 33.10 Sufficiency 88.3 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 45 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 9120 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 5.801 Deck Structure Type _ No. Lanes 4 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.01 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 26.786 HS Inv. Rating Method 2 HS Inv. Method 26.786 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 18240 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17271 ODOT County 51 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 _ Lft. Curb SW 0 Rt. Curb SW 0 Description 79ft.-84ft. PREST. CONC BM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5162R0200 X H Index 100 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name MUSKOGEE TP UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17271 Vault Link http://plansrv1/bridgemaintvault/b17271 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16700 x -10637659.6178771 y 4206998.58465707
17270	7329T0056 X	17270	Wagoner	CO. RD. N4080	MUSKOGEE TP UNDER	7329T0120 X	85ft.-130ft.-115ft.-114ft.-53ft. PC BEAM SPANS	1968	36.04735833	-95.74391944	497.001	39.8	—	5	30	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.1	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	07 - Major Collector (Rural)	P	5000	2022	5	Unmatched
Raw data OBJECTID 16699 BRKEY 17270 NBI No. 17270 On Under 1 Structure No. 7329T0056 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4080 Feature Intersected MUSKOGEE TP UNDER Division 01 County 145 Location 1.53 MI'S SE JCT SH 51 Sufficiency 77.1 Kind Hwy 4 Level Service 1 Route No. N4080 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.801 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 5 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 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 497.001 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 99.98 HS Inv. Rating Method 1 HS Inv. Method 54.895 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1908 Min Measured Clearance 1701 NBI Rating 17270 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 1 Lft. Curb SW 6.001 Rt. Curb SW 0 Description 85ft.-130ft.-115ft.-114ft.-53ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7329T0120 X H Index 91.209 Latitude 36:02:50.49 Longitude -95:44:38.11 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4080 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 01.53 NBI Text 17270 Vault Link http://plansrv1/bridgemaintvault/b17270 GIS FO/SD Meets Standards H Inv. Method 47.51 Latitude DD 36.04735833 Longitude DD -95.74391944 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16699 x -10658164.358613 y 4307139.76340165
17269	1222 0098 X	17269	Choctaw	CO. RD.	U.S. 70 / U.S. 271 UNDER	1222 0098 X	(2) 80ft. CONTINUOUS PLATE GIRDER	1968	34.011736	-95.547911	162.001	28.999	—	2	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.7	Fair (5)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 16698 BRKEY 17269 NBI No. 17269 On Under 1 Structure No. 1222 0098 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected U.S. 70 / U.S. 271 UNDER Division 02 County 023 Location 0.98 S JCT US-70 BR Sufficiency 81.7 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.001 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 3 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 38 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 3.106856 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 1610 Min Measured Clearance 1604 NBI Rating 17269 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description (2) 80ft. CONTINUOUS PLATE GIRDER Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1222 0098 X H Index 82.5101 Latitude 34:00:42.25 Longitude -95:32:52.48 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name E2070 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 048 NBI Text 17269 Vault Link http://plansrv1/bridgemaintvault/b17269 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 34.011736 Longitude DD -95.547911 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16698 x -10636344.798881 y 4030377.99308024
17268	5162T0000 X	17268	Muskogee	HYDE PARK RD.	MUSKOGEE TP UNDER	5162T0200 X	84ft.-78ft. PC BEAM SPANS	2014	35.784064	-95.310425	164.6	62.999	—	2	4	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.5	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	P	5000	2022	5	Unmatched
Raw data OBJECTID 16697 BRKEY 17268 NBI No. 17268 On Under 1 Structure No. 5162T0000 X Control No. Lane Ind. Milepoint Facility Carried HYDE PARK RD. Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location 33.1 MI SE OF SH 51 Sufficiency 76.5 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2014 ADT Total 5000 ADT Year 2022 Design Load H 20 Skew 4 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 164.6 Deck Width 62.999 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 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 95.129 HS Inv. Rating Method 1 HS Inv. Method 50.045 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1811 Min Measured Clearance 1600 NBI Rating 17268 ODOT County 51 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 84ft.-78ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5162T0200 X H Index 99.6192 Latitude 35:47:02.63 Longitude -95:18:37.53 I257A 1 I257B 0 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name HYDE PARK RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 33.10 NBI Text 17268 Vault Link http://plansrv1/bridgemaintvault/b17268 GIS FO/SD FO H Inv. Method 43.652 Latitude DD 35.784064 Longitude DD -95.310425 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16697 x -10609907.9782905 y 4270949.44641733
17178	1036 1950 X	17178	Carter	I-35	TULIP CREEK	1036 1950 X	(12ft. - 14ft. - 12ft.) X 9ft. X 306ft. RCB	1968	34.34922222	-97.14839722	41.995	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	58.2	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	30800	2022	5	Unmatched
Raw data OBJECTID 16693 BRKEY 17178 NBI No. 17178 On Under 1 Structure No. 1036 1950 X Control No. 036 Lane Ind. Milepoint 19500 Facility Carried I-35 Feature Intersected TULIP CREEK Division 07 County 019 Location 1.2 MI N JCT SH53 Sufficiency 58.2 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 30800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 23 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 40.6 HS Inv. Rating Method 1 HS Inv. Method 24.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 49280 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17178 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 9ft. X 306ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 1950 X H Index 96.34 Latitude 34:20:57.2 Longitude -97:08:54.23 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 127 NBI Text 17178 Vault Link http://plansrv1/bridgemaintvault/b17178 GIS FO/SD Meets Standards H Inv. Method 19.1 Latitude DD 34.34922222 Longitude DD -97.14839722 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16693 x -10814510.1099131 y 4075790.98565417
17177	4405 1010 X	17177	McClain	I-35	BEAVER CREEK	4405 1010 X	3-10ft.X 12ft.X 155ft. RDY	1968	34.993958	-97.374572	47.9	157.001	—	3	45	4	37.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30200	2022	5	Unmatched
Raw data OBJECTID 16692 BRKEY 17177 NBI No. 17177 On Under 1 Structure No. 4405 1010 X Control No. 005 Lane Ind. Milepoint 10100 Facility Carried I-35 Feature Intersected BEAVER CREEK Division 03 County 087 Location .8 MI N JCT SH 74 Sufficiency 66 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 30200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 5 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 157.001 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 147.4 HS Inv. Rating Method 1 HS Inv. Method 88.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48320 Future ADT Year 2042 Bypass Detour 4.97097 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 17177 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 37.999 Rt. Curb SW 0 Description 3-10ft.X 12ft.X 155ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1010 X H Index 98.35 Latitude 34:59:38.25 Longitude -97:22:28.46 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17177 Vault Link http://plansrv1/bridgemaintvault/b17177 GIS FO/SD FO H Inv. Method 49.2 Latitude DD 34.993958 Longitude DD -97.374572 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16692 x -10839687.7712529 y 4163060.09070942