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
27144	6606 0959 X	27144	—	U.S. 169	FOUR MILE CREEK	6606 0959 X	2-14ft.X10ft.X179ft. RC BOX	2004	36.49321667	-95.70423056	31.001	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 27464 BRKEY 27144 NBI No. 27144 On Under 1 Structure No. 6606 0959 X Control No. 006 Lane Ind. Milepoint 09590 Facility Carried U.S. 169 Feature Intersected FOUR MILE CREEK Division 08 County 131 Location 7.9S OF NOWATA C/L Sufficiency 66.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2004 ADT Total 8200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 31.001 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13120 Future ADT Year 2042 Bypass Detour 35.999015 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27144 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-14ft.X10ft.X179ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6606 0959 X H Index 100 Latitude 36:29:35.58 Longitude -95:42:15.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27144 Vault Link http://plansrv1/bridgemaintvault/b27144 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.49321667 Longitude DD -95.70423056 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27464 x -10653746.2127012 y 4368701.18450093
27143	6606 0758WX	27143	—	U.S. 169 SB	FOUR MILE CREEK	6606F0758WX	3-54ft. PC BM. SPANS	2004	36.46400278	-95.70723056	165	40	—	3	0	2	37.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4000	2022	5	Unmatched
Raw data OBJECTID 27463 BRKEY 27143 NBI No. 27143 On Under 1 Structure No. 6606 0758WX Control No. 006 Lane Ind. W Milepoint 07580 Facility Carried U.S. 169 SB Feature Intersected FOUR MILE CREEK Division 08 County 131 Location 9.9S OF NOWATA C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2004 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165 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 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.3 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27143 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-54ft. PC BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6606F0758WX H Index 99.8664 Latitude 36:27:50.41 Longitude -95:42:26.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 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 27143 Vault Link http://plansrv1/bridgemaintvault/b27143 GIS FO/SD Meets Standards H Inv. Method 37.9 Latitude DD 36.46400278 Longitude DD -95.70723056 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27463 x -10654080.1711736 y 4364656.71131168
27142	6606 0758EX	27142	—	U.S. 169 NB	FOUR MILE CREEK	6606F0758EX	3-54ft. PC BM. SPANS	2004	36.46397778	-95.70678333	165	40	—	3	0	2	37.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4000	2022	5	Unmatched
Raw data OBJECTID 27462 BRKEY 27142 NBI No. 27142 On Under 1 Structure No. 6606 0758EX Control No. 006 Lane Ind. E Milepoint 07580 Facility Carried U.S. 169 NB Feature Intersected FOUR MILE CREEK Division 08 County 131 Location 9.9S NOWATA C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2004 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165 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 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.3 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27142 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-54ft. PC BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6606F0758EX H Index 98.566 Latitude 36:27:50.32 Longitude -95:42:24.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 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 27142 Vault Link http://plansrv1/bridgemaintvault/b27142 GIS FO/SD Meets Standards H Inv. Method 37.9 Latitude DD 36.46397778 Longitude DD -95.70678333 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27462 x -10654030.3857578 y 4364653.25087698
27242	7338T0107WXR	27242	—	CREEK TP RAMP	ADAMS CREEK TRIB.	7338T0107WXR	2-12ft.X7ft.X123ft. RCB	2001	36.063547	-95.740019	25	125	—	2	0	1	122.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.1	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	2000	2022	5	Unmatched
Raw data OBJECTID 27449 BRKEY 27242 NBI No. 27242 On Under 1 Structure No. 7338T0107WXR Control No. 038 Lane Ind. W Milepoint 01070 Facility Carried CREEK TP RAMP Feature Intersected ADAMS CREEK TRIB. Division 01 County 145 Location MP 26.00WXR Sufficiency 77.1 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 122.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB 8 Appr. Roadway Width 25 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 125 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 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 3200 Future ADT Year 2042 Bypass Detour 98.984432 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27242 ODOT County 73 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X7ft.X123ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7338T0107WXR H Index 100 Latitude 36:03:48.77 Longitude -95:44:24.07 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP RAMP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 26.00 W-R NBI Text 27242 Vault Link http://plansrv1/bridgemaintvault/b27242 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.063547 Longitude DD -95.740019 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27449 x -10657730.1636183 y 4309368.86792839
27241	7262T0311 X	27241	—	CREEK TP	WHITE CHURCH CREEK	7262T0311 X	5-10ft.X6ft.X280ft. RCB	2001	35.99624167	-95.83014167	56.001	280	—	5	0	6	277.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	18000	2022	5	Unmatched
Raw data OBJECTID 27448 BRKEY 27241 NBI No. 27241 On Under 1 Structure No. 7262T0311 X Control No. 062 Lane Ind. Milepoint 03110 Facility Carried CREEK TP Feature Intersected WHITE CHURCH CREEK Division 08 County 143 Location MP 16.90 Sufficiency 77 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 18000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 277.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 3 Appr. Roadway Width 130 Span Type Main M Material 1 - Concrete Design 19 Length 56.001 Deck Width 280 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 28800 Future ADT Year 2042 Bypass Detour 98.996862 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 27241 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 5-10ft.X6ft.X280ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7262T0311 X H Index 100 Latitude 35:59:46.47 Longitude -95:49:48.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 16.90 NBI Text 27241 Vault Link http://plansrv1/bridgemaintvault/b27241 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.99624167 Longitude DD -95.83014167 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27448 x -10667762.5733517 y 4300104.24395433
27240	7262T0335 X	27240	—	CREEK TP	ASPEN CREEK	7262T0335 X	3-10ft.X8ft.X219ft. RCB	2001	35.99238056	-95.819825	33.999	220.997	—	3	15	6	219.816	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	18000	2022	5	Unmatched
Raw data OBJECTID 27447 BRKEY 27240 NBI No. 27240 On Under 1 Structure No. 7262T0335 X Control No. 062 Lane Ind. Milepoint 03350 Facility Carried CREEK TP Feature Intersected ASPEN CREEK Division 08 County 143 Location MP 17.35 Sufficiency 94.5 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 18000 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 219.816 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 12 Appr. Roadway Width 218.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 220.997 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 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 28800 Future ADT Year 2042 Bypass Detour 1.864114 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 27240 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X219ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7262T0335 X H Index 97.8897 Latitude 35:59:32.57 Longitude -95:49:11.37 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17.35 NBI Text 27240 Vault Link http://plansrv1/bridgemaintvault/b27240 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.99238056 Longitude DD -95.819825 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27447 x -10666614.1269006 y 4299572.99949299
27239	7262T0430 X	27239	—	CREEK TP	CREEK	7262T0430 X	3-10ft.X8ft.X314ft. RCB, SK60LF	2001	35.99311944	-95.80389444	40	316.001	—	3	30	6	313.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	18000	2022	5	Unmatched
Raw data OBJECTID 27446 BRKEY 27239 NBI No. 27239 On Under 1 Structure No. 7262T0430 X Control No. 062 Lane Ind. Milepoint 04300 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 143 Location MP 18.15 Sufficiency 94.5 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2001 ADT Total 18000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 313.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 16 Appr. Roadway Width 130 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 316.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 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 28800 Future ADT Year 2042 Bypass Detour 1.864114 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 27239 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X314ft. RCB, SK60LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7262T0430 X H Index 96.6904 Latitude 35:59:35.23 Longitude -95:48:14.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 18.15 NBI Text 27239 Vault Link http://plansrv1/bridgemaintvault/b27239 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.99311944 Longitude DD -95.80389444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27446 x -10664840.7450733 y 4299674.65889637
27229	1422 1104 X	27229	—	S.H. 39	POND CREEK	1422 1104 X	3-65ft. PCBEAM SPANS	2004	35.014897	-97.146728	198.999	42.201	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Good (7)	Good (7)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4200	2022	5	Unmatched
Raw data OBJECTID 27401 BRKEY 27229 NBI No. 27229 On Under 1 Structure No. 1422 1104 X Control No. 022 Lane Ind. Milepoint 11040 Facility Carried S.H. 39 Feature Intersected POND CREEK Division 03 County 027 Location 11E OF JCT U.S. 77 Sufficiency 83.9 Kind Hwy 3 Level Service 1 Route No. 00039 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2004 ADT Total 4200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 198.999 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 65.243975 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 27229 ODOT County 14 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 98.999 Rt. Curb SW 98.999 Description 3-65ft. PCBEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1422 1104 X H Index 99.0912 Latitude 35:00:53.63 Longitude -97:08:48.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 39 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 27229 Vault Link http://plansrv1/bridgemaintvault/b27229 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.014897 Longitude DD -97.146728 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27401 x -10814324.2931926 y 4165905.77118494
27227	5102 0404 X	27227	—	U.S. 62	CLOUD CREEK	5102 0404 X	3-45ft. PCB SPANS	2005	35.62439722	-95.6596	135.659	42.671	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1700	2022	5	Unmatched
Raw data OBJECTID 27399 BRKEY 27227 NBI No. 27227 On Under 1 Structure No. 5102 0404 X Control No. 002 Lane Ind. Milepoint 04040 Facility Carried U.S. 62 Feature Intersected CLOUD CREEK Division 01 County 101 Location .84N S.H. 72S Sufficiency 94.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 1700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 135.659 Deck Width 42.671 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 40.000002 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 27227 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-45ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5102 0404 X H Index 98.4794 Latitude 35:37:27.83 Longitude -95:39:34.56 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 27227 Vault Link http://plansrv1/bridgemaintvault/b27227 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.62439722 Longitude DD -95.6596 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27399 x -10648777.9614882 y 4249061.32911919
27226	5102 0254 X	27226	—	U.S. 62	CLOUD CREEK	5102 0254 X	3-40ft. PCB SPANS	2005	35.60969722	-95.66679722	120.669	42.671	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.5	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1100	2022	5	Unmatched
Raw data OBJECTID 27398 BRKEY 27226 NBI No. 27226 On Under 1 Structure No. 5102 0254 X Control No. 002 Lane Ind. Milepoint 02540 Facility Carried U.S. 62 Feature Intersected CLOUD CREEK Division 01 County 101 Location 2.54E MUSKOGEE C/L Sufficiency 96.5 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.669 Deck Width 42.671 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 40.000002 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 27226 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5102 0254 X H Index 98.4218 Latitude 35:36:34.91 Longitude -95:40:00.47 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 27226 Vault Link http://plansrv1/bridgemaintvault/b27226 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.60969722 Longitude DD -95.66679722 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27398 x -10649579.1523538 y 4247048.36182317
27123	4059 0276 X	27123	—	U.S. 59 BYPASS	CREEK	4059R0276 X	3.5MX4.5MX3.5MX2MX67RCB	2000	35.06924444	-94.64032778	48.199	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	500	2022	5	Unmatched
Raw data OBJECTID 27391 BRKEY 27123 NBI No. 27123 On Under 1 Structure No. 4059 0276 X Control No. 059 Lane Ind. Milepoint 02760 Facility Carried U.S. 59 BYPASS Feature Intersected CREEK Division 02 County 079 Location 2.76 MI.N.JCT US271 Sufficiency 99 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.4 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2000 ADT Total 500 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 Appr. Roadway Width 37.402 Span Type Main M Material 1 - Concrete Design 19 Length 48.199 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. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 150.8 HS Inv. Rating Method 1 HS Inv. Method 92.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 26.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 27123 ODOT County 40 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 3.5MX4.5MX3.5MX2MX67RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059R0276 X H Index 100 Latitude 35:04:09.28 Longitude -94:38:25.18 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 BYPASS Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 199 A NBI Text 27123 Vault Link http://plansrv1/bridgemaintvault/b27123 GIS FO/SD Meets Standards H Inv. Method 55.1 Latitude DD 35.06924444 Longitude DD -94.64032778 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27391 x -10535313.0969781 y 4173295.17294677
27122	4059 0247 X	27122	—	U.S. 59 BYPASS	TOWN CREEK	4059 0247 X	(2) 10ft. X 7ft. X 170ft. RCB SK 10 DEG.	2000	35.06524722	-94.64086667	23.36	0	—	2	10	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.8	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	11300	2022	5	Unmatched
Raw data OBJECTID 27372 BRKEY 27122 NBI No. 27122 On Under 1 Structure No. 4059 0247 X Control No. 059 Lane Ind. Milepoint 02470 Facility Carried U.S. 59 BYPASS Feature Intersected TOWN CREEK Division 02 County 079 Location 2.47 N JCT US-271 Sufficiency 75.8 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 2000 ADT Total 11300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 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 3 Appr. Roadway Width 37.402 Span Type Main M Material 1 - Concrete Design 19 Length 23.36 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 18080 Future ADT Year 2042 Bypass Detour 6 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 27122 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 7ft. X 170ft. RCB SK 10 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4059 0247 X H Index 99.01 Latitude 35:03:54.89 Longitude -94:38:27.12 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 199 NBI Text 27122 Vault Link http://plansrv1/bridgemaintvault/b27122 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.06524722 Longitude DD -94.64086667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27372 x -10535373.0859385 y 4172751.51956292
27119	5114 0722 X	27119	—	U.S. 64	DIRTY CREEK	5114 0722 X	3-22M [72.16ft.] PC BEAM	2004	35.49420556	-95.17852222	217.999	41.601	—	3	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1200	2022	5	Unmatched
Raw data OBJECTID 27369 BRKEY 27119 NBI No. 27119 On Under 1 Structure No. 5114 0722 X Control No. 014 Lane Ind. Milepoint 07220 Facility Carried U.S. 64 Feature Intersected DIRTY CREEK Division 01 County 101 Location 7.2 MI.E OF WARNER Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.301 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 39.301 Ref. Underclearance Rt. N Underclearance Right 20 Underclearance Left 20 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 217.999 Deck Width 41.601 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 5.3 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27119 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-22M [72.16ft.] PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5114 0722 X H Index 88.6778 Latitude 35:29:39.14 Longitude -95:10:42.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27119 Vault Link http://plansrv1/bridgemaintvault/b27119 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.49420556 Longitude DD -95.17852222 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27369 x -10595224.6279867 y 4231246.17821738
27118	5114 0705 X	27118	—	U.S. 64	DIRTY CREEK O'FLOW	5114 0705 X	3-72ft. PC BEAM	2004	35.49364167	-95.18143889	217.999	41.601	—	3	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1200	2022	5	Unmatched
Raw data OBJECTID 27368 BRKEY 27118 NBI No. 27118 On Under 1 Structure No. 5114 0705 X Control No. 014 Lane Ind. Milepoint 07050 Facility Carried U.S. 64 Feature Intersected DIRTY CREEK O'FLOW Division 01 County 101 Location 7.05 MI.E OF WARNER Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.301 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 39.301 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 217.999 Deck Width 41.601 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 5.3 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27118 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-72ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5114 0705 X H Index 96.2576 Latitude 35:29:37.11 Longitude -95:10:53.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27118 Vault Link http://plansrv1/bridgemaintvault/b27118 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.49364167 Longitude DD -95.18143889 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27368 x -10595549.3102059 y 4231169.07957663
27117	5114 0685 X	27117	—	U.S. 64	DIRTY CREEK O'FLOW	5114 0685 X	99 FT PC BEAM SPAN	2004	35.49315556	-95.1849	102.001	41.601	—	1	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1300	2022	5	Unmatched
Raw data OBJECTID 27367 BRKEY 27117 NBI No. 27117 On Under 1 Structure No. 5114 0685 X Control No. 014 Lane Ind. Milepoint 06850 Facility Carried U.S. 64 Feature Intersected DIRTY CREEK O'FLOW Division 01 County 101 Location 6.85 MI.E OF WARNER Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.301 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 39.301 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 102.001 Deck Width 41.601 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 5.3 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27117 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 99 FT PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5114 0685 X H Index 88.7894 Latitude 35:29:35.36 Longitude -95:11:05.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27117 Vault Link http://plansrv1/bridgemaintvault/b27117 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.49315556 Longitude DD -95.1849 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27367 x -10595934.5992087 y 4231102.61594834
27027	4502 2374 X	27027	—	U.S. 70	CREEK	4502 2374 X	(3) 10ft. X 5ft. X 162ft. LONG RCB SK 30°	2000	33.91932778	-94.77427222	37.001	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 27365 BRKEY 27027 NBI No. 27027 On Under 1 Structure No. 4502 2374 X Control No. 002 Lane Ind. Milepoint 23740 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 0.1MI W JCT US259/US70 Sufficiency 84.2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 4900 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 4 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 37.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27027 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 5ft. X 162ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4502 2374 X H Index 100 Latitude 33:55:09.58 Longitude -94:46:27.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06 NBI Text 27027 Vault Link http://plansrv1/bridgemaintvault/b27027 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 33.91932778 Longitude DD -94.77427222 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27365 x -10550223.7238335 y 4017974.8549076
27026	4502 2256 X	27026	—	U.S. 70	CREEK	4502 2256 X	(2) 12ft. X 8ft. X 192.4ft. LONG RCB	2000	33.919725	-94.79472778	27.001	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 27364 BRKEY 27026 NBI No. 27026 On Under 1 Structure No. 4502 2256 X Control No. 002 Lane Ind. Milepoint 22560 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 1.0MI W JCT US259/US70 Sufficiency 84.2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 4900 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 14 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 27.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27026 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 12ft. X 8ft. X 192.4ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4502 2256 X H Index 99.6571 Latitude 33:55:11.01 Longitude -94:47:41.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05 NBI Text 27026 Vault Link http://plansrv1/bridgemaintvault/b27026 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 33.919725 Longitude DD -94.79472778 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27364 x -10552500.8263566 y 4018028.14141934
27025	4502 2210 X	27025	—	U.S. 70	CREEK	4502 2210 X	(3) 12ft. X 8ft. X 179.2ft. LONG RCB SK 30°	2000	33.91969444	-94.80283889	46.201	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 27363 BRKEY 27025 NBI No. 27025 On Under 1 Structure No. 4502 2210 X Control No. 002 Lane Ind. Milepoint 22100 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 1.4MI W JCT US259/US70 Sufficiency 84.2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 4900 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 4 Fill RCB 9 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 46.201 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27025 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 12ft. X 8ft. X 179.2ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4502 2210 X H Index 96.8105 Latitude 33:55:10.9 Longitude -94:48:10.22 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04 NBI Text 27025 Vault Link http://plansrv1/bridgemaintvault/b27025 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 33.91969444 Longitude DD -94.80283889 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27363 x -10553403.7509915 y 4018024.04182893
27024	4502 2159 X	27024	—	U.S. 70	CREEK	4502 2159 X	(13ft. - 17ft. - 13ft.) X 12ft. X 140.4ft. LONG RCB	2000	33.91983611	-94.81173056	45	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 27362 BRKEY 27024 NBI No. 27024 On Under 1 Structure No. 4502 2159 X Control No. 002 Lane Ind. Milepoint 21590 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 1.9MI W JCT US259/US70 Sufficiency 84.2 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 4900 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 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 45 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27024 ODOT County 45 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 (13ft. - 17ft. - 13ft.) X 12ft. X 140.4ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4502 2159 X H Index 96.7079 Latitude 33:55:11.41 Longitude -94:48:42.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03 NBI Text 27024 Vault Link http://plansrv1/bridgemaintvault/b27024 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 33.91983611 Longitude DD -94.81173056 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27362 x -10554393.5671682 y 4018043.0467161
27312	0908 0785EX	27312	—	U.S. 81 NB	SIX MILE CREEK	0908 0785EX	10M 14M 10M PC BEAM X 11.4M CLR.RDY.	2005	35.47981111	-97.93797778	112.198	40.4	—	3	0	2	37.398	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2950	2022	5	Unmatched
Raw data OBJECTID 27360 BRKEY 27312 NBI No. 27312 On Under 1 Structure No. 0908 0785EX Control No. 008 Lane Ind. E Milepoint 07850 Facility Carried U.S. 81 NB Feature Intersected SIX MILE CREEK Division 04 County 017 Location 1.5S OF I-40 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.398 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2005 ADT Total 2950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.398 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 112.198 Deck Width 40.4 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 9 Sub Rating 8 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 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 2 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27312 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 10M 14M 10M PC BEAM X 11.4M CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0908 0785EX H Index 97.2236 Latitude 35:28:47.32 Longitude -97:56:16.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27312 Vault Link http://plansrv1/bridgemaintvault/b27312 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.47981111 Longitude DD -97.93797778 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27360 x -10902405.8157925 y 4229278.24647472
27311	0908 0822WX	27311	—	U.S. 81 SB	CREEK	0908 0822WX	90ft. PC BEAM X 37.4ft. CLY. RDY. W/ SLOPE-FACED PARAPET RAILS	2005	35.48477778	-97.93853056	93.104	40.4	—	1	15	2	37.402	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 27359 BRKEY 27311 NBI No. 27311 On Under 1 Structure No. 0908 0822WX Control No. 008 Lane Ind. W Milepoint 08220 Facility Carried U.S. 81 SB Feature Intersected CREEK Division 04 County 017 Location 1.1S OF I-40 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.402 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2005 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 Road Width 37.402 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 93.104 Deck Width 40.4 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 2 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27311 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 90ft. PC BEAM X 37.4ft. CLY. RDY. W/ SLOPE-FACED PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0908 0822WX H Index 97.8869 Latitude 35:29:05.2 Longitude -97:56:18.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27311 Vault Link http://plansrv1/bridgemaintvault/b27311 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.48477778 Longitude DD -97.93853056 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27359 x -10902467.3509807 y 4229957.22304252
27310	0204 0137 X	27310	—	U.S. 64	CREEK	0204F0137 X	1-75ft. TYPE III PC BEAM SPAN, 40ft. CLR.RDY. W/ TR-3 TRAFFIC RAILS, 0 DEG SK	2003	36.77738611	-98.36016944	75	42.1	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2200	2022	5	Unmatched
Raw data OBJECTID 27358 BRKEY 27310 NBI No. 27310 On Under 1 Structure No. 0204 0137 X Control No. 004 Lane Ind. Milepoint 01370 Facility Carried U.S. 64 Feature Intersected CREEK Division 06 County 003 Location 1.36S JCT SH11/US64 Sufficiency 93.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 75 Deck Width 42.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84 HS Inv. Rating Method 1 HS Inv. Method 35.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 36.000001 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 27310 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1-75ft. TYPE III PC BEAM SPAN, 40ft. CLR.RDY. W/ TR-3 TRAFFIC RAILS, 0 DEG SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0204F0137 X H Index 97.0633 Latitude 36:46:38.59 Longitude -98:21:36.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27310 Vault Link http://plansrv1/bridgemaintvault/b27310 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.77738611 Longitude DD -98.36016944 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27358 x -10949403.9764009 y 4408122.53995622
27309	0204 0195 X	27309	—	U.S. 64	CREEK	0204F0195 X	1-100ft. TYPE IV PC BEAM SPAN, 40ft. CLR.RDY. W/TR-3 TRAFFIC RAILS, 0 DEG SK	2003	36.770175	-98.35855278	100	42.201	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.3	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 27357 BRKEY 27309 NBI No. 27309 On Under 1 Structure No. 0204 0195 X Control No. 004 Lane Ind. Milepoint 01950 Facility Carried U.S. 64 Feature Intersected CREEK Division 06 County 003 Location 2.0 M. S. JCT. SH-11/US64 Sufficiency 92.3 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 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 1 HS Operating Rating 101.3 HS Inv. Rating Method 1 HS Inv. Method 33.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27309 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1-100ft. TYPE IV PC BEAM SPAN, 40ft. CLR.RDY. W/TR-3 TRAFFIC RAILS, 0 DEG SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0204F0195 X H Index 97.6569 Latitude 36:46:12.63 Longitude -98:21:30.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27309 Vault Link http://plansrv1/bridgemaintvault/b27309 GIS FO/SD Meets Standards H Inv. Method 22.7 Latitude DD 36.770175 Longitude DD -98.35855278 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27357 x -10949224.0106329 y 4407120.37806732
27308	0204 0236 X	27308	—	U.S. 64	COTTONWOOD CREEK	0204F0236 X	3-65ft. TYPE III PC BEAM SPANS, 40ft. CLR.RDY. W/ TR3 TRAFFIC RAILS, SK 45 DEG. LF	2003	36.76453333	-98.35694444	201.001	42.251	—	3	45	2	40.6	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 27356 BRKEY 27308 NBI No. 27308 On Under 1 Structure No. 0204 0236 X Control No. 004 Lane Ind. Milepoint 02360 Facility Carried U.S. 64 Feature Intersected COTTONWOOD CREEK Division 06 County 003 Location 2.4S JCT US64/SH11 Sufficiency 88 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.6 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 2400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 40.6 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 45 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 201.001 Deck Width 42.251 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 76.8 HS Inv. Rating Method 1 HS Inv. Method 38.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27308 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65ft. TYPE III PC BEAM SPANS, 40ft. CLR.RDY. W/ TR3 TRAFFIC RAILS, SK 45 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0204F0236 X H Index 99.9264 Latitude 36:45:52.32 Longitude -98:21:25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27308 Vault Link http://plansrv1/bridgemaintvault/b27308 GIS FO/SD Meets Standards H Inv. Method 30.6 Latitude DD 36.76453333 Longitude DD -98.35694444 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27356 x -10949044.9710431 y 4406336.39435527
27114	3216 0158 X	27114	—	S.H. 1	ARBECA CREEK	3216 0158 X	40M TYPE ft.Jft. BULB TEE BEAM SPAN X 12M CLR.RDWY. W/ TR-3 TRAFFIC RAIL SK 15 DEG. RF	2004	34.90341944	-96.39031944	132.001	40	—	1	15	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.3	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2800	2022	5	Unmatched
Raw data OBJECTID 27347 BRKEY 27114 NBI No. 27114 On Under 1 Structure No. 3216 0158 X Control No. 016 Lane Ind. Milepoint 01580 Facility Carried S.H. 1 Feature Intersected ARBECA CREEK Division 03 County 063 Location 1.5NE PONTOTOC C/L Sufficiency 99.3 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2004 ADT Total 2800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 132.001 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 8 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 103 HS Inv. Rating Method 1 HS Inv. Method 53 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 3.106856 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 27114 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40M TYPE ft.Jft. BULB TEE BEAM SPAN X 12M CLR.RDWY. W/ TR-3 TRAFFIC RAIL SK 15 DEG. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3216 0158 X H Index 98.6883 Latitude 34:54:12.31 Longitude -96:23:25.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 1 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 27114 Vault Link http://plansrv1/bridgemaintvault/b27114 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 34.90341944 Longitude DD -96.39031944 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27347 x -10730121.2774618 y 4150763.96513946
27112	6618 0036 X	27112	—	EVANS RD.	U.S. 412 UNDER	6618 0036 X	55ft. 2-76ft. 55ft. PCB SPAN	2001	36.16237222	-95.72647778	262.999	42.979	—	4	3	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2523	2022	5	Unmatched
Raw data OBJECTID 27345 BRKEY 27112 NBI No. 27112 On Under 1 Structure No. 6618 0036 X Control No. Lane Ind. Milepoint Facility Carried EVANS RD. Feature Intersected U.S. 412 UNDER Division 08 County 131 Location .1 MI.E JCT I-44 Sufficiency 98.8 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 C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2001 ADT Total 2523 ADT Year 2022 Design Load HS 20 Skew 3 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 16.001 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 262.999 Deck Width 42.979 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73.3 HS Inv. Rating Method 1 HS Inv. Method 40.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4037 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1705 Min Measured Clearance 1702 NBI Rating 27112 ODOT County 66 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 55ft. 2-76ft. 55ft. PCB SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6618 0036 X H Index 99.8871 Latitude 36:09:44.54 Longitude -95:43:35.32 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name EVANS RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27112 Vault Link http://plansrv1/bridgemaintvault/b27112 GIS FO/SD Meets Standards H Inv. Method 30.8 Latitude DD 36.16237222 Longitude DD -95.72647778 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27345 x -10656222.7619032 y 4322986.60164842
27020	4726 2284 X	27020	—	U.S. 412	CREEK	4726 2284NX	3-8ft.X3ft.X85.8ft. RCB	2001	36.36218889	-98.50343056	26.001	85.801	—	3	0	2	83.799	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2300	2022	5	Unmatched
Raw data OBJECTID 27342 BRKEY 27020 NBI No. 27020 On Under 1 Structure No. 4726 2284 X Control No. 026 Lane Ind. Milepoint 22840 Facility Carried U.S. 412 Feature Intersected CREEK Division 06 County 093 Location 1.7 MI. W. JCT. US-60 Sufficiency 91.6 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 83.799 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 2001 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 83.799 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 26.001 Deck Width 85.801 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 47.22421 School Bus Rte. 3 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 27020 ODOT County 47 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.X3ft.X85.8ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4726 2284NX H Index 99.4865 Latitude 36:21:43.88 Longitude -98:30:12.35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 412 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27020 Vault Link http://plansrv1/bridgemaintvault/b27020 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.36218889 Longitude DD -98.50343056 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27342 x -10965351.7313298 y 4350573.13399458
27570	5736 0500 X	27570	—	S.H. 10	HULAH LAKE SPILLWAY	5736 0500 X	<New Structure Unit>	1950	36.92890833	-96.08713333	479.987	32.152	—	10	0	2	23.95	3 - Steel	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.6	Fair (5)	Good (7)	Fair (5)	Good (7)	Not applicable (N)	70 - Corps of Engineers (Civil)	70 - Corps of Engineers (Civil)	1 - On Highway	06 - Minor Arterial (Rural)	M	300	2022	5	Unmatched
Raw data OBJECTID 27326 BRKEY 27570 NBI No. 27570 On Under 1 Structure No. 5736 0500 X Control No. 036 Lane Ind. Milepoint 05000 Facility Carried S.H. 10 Feature Intersected HULAH LAKE SPILLWAY Division 08 County 113 Location 3W OF HULAH Sufficiency 78.6 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 23.95 Bridge System M Owner 70 - Corps of Engineers (Civil) Custodian 70 - Corps of Engineers (Civil) Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1950 ADT Total 300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 10 Road Width 23.95 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.95 Span Type Main M Material 3 - Steel Design 03 Length 479.987 Deck Width 32.152 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 5 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 61.068 HS Inv. Rating Method 2 HS Inv. Method 40.675 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 480 Future ADT Year 2042 Bypass Detour 11.99997 School Bus Rte. 0 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27570 ODOT County 57 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 0 Lft. Curb SW 2.953 Rt. Curb SW 2.953 Description <New Structure Unit> Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5736 0500 X H Index 66.8225 Latitude 36:55:44.07 Longitude -96:05:13.68 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 10 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27570 Vault Link http://plansrv1/bridgemaintvault/b27570 GIS FO/SD Meets Standards H Inv. Method 40.675 Latitude DD 36.92890833 Longitude DD -96.08713333 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27326 x -10696370.754081 y 4429202.1524028
27569	4916 1450 X	27569	—	S.H. 28	PENSACOLA DAM	4916 0145 X	SPILLWAY AT PENSACOLA DAM	1940	36.468056	-95.041739	5596.001	28.501	—	51	0	2	20	1 - Concrete	Arch — Deck (11)	M	Concrete cast-in-place (1)	Posted for load (P)	7	Critical (2)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	25 - Other Local Agencies	25 - Other Local Agencies	1 - On Highway	07 - Major Collector (Rural)	B	3000	2022	1	Unmatched
Raw data OBJECTID 27325 BRKEY 27569 NBI No. 27569 On Under 1 Structure No. 4916 1450 X Control No. 016 Lane Ind. Milepoint 14500 Facility Carried S.H. 28 Feature Intersected PENSACOLA DAM Division 08 County 097 Location PENSACOLA DAM @GRAND LAKE Sufficiency 7 Kind Hwy 3 Level Service 1 Route No. 00028 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 25 - Other Local Agencies Custodian 25 - Other Local Agencies Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1940 ADT Total 3000 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 51 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 1 - Concrete Design 11 Length 5596.001 Deck Width 28.501 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 4 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 28.999208 School Bus Rte. 1 Posted Weight 363636 Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27569 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 1.201 Description SPILLWAY AT PENSACOLA DAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4916 0145 X H Index 90.0605 Latitude 36:28:05 Longitude -95:02:30.26 I257A 1 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name S.H. 28 Scour 8 Design Structure 11 - Arch - Deck FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 1 Local Bridge ID -1 NBI Text 27569 Vault Link http://plansrv1/bridgemaintvault/b27569 GIS FO/SD FO H Inv. Method 13.8 Latitude DD 36.468056 Longitude DD -95.041739 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27325 x -10579997.9895872 y 4365217.76219316
27568	6004 0454 X	27568	—	S.H. 18	CIMARRON RIVER	6004F0454 X	9-100ft. PC BEAM SPANS W/ TR-4 RAILS	2005	36.051525	-96.76711667	902	42	—	9	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.5	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3500	2022	5	Unmatched
Raw data OBJECTID 27324 BRKEY 27568 NBI No. 27568 On Under 1 Structure No. 6004 0454 X Control No. 004 Lane Ind. Milepoint 04540 Facility Carried S.H. 18 Feature Intersected CIMARRON RIVER Division 04 County 119 Location 4.6 MI N OF JCT SH 33 Sufficiency 87.5 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2005 ADT Total 3500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 9 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 48 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 902 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.5 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5600 Future ADT Year 2042 Bypass Detour 26.699932 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 27568 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 9-100ft. PC BEAM SPANS W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6004F0454 X H Index 84.057 Latitude 36:03:05.49 Longitude -96:46:01.62 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27568 Vault Link http://plansrv1/bridgemaintvault/b27568 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.051525 Longitude DD -96.76711667 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27324 x -10772066.1532377 y 4307713.45065384
27567	4206 0451 X	27567	—	S.H. 33	COX CREEK	4206F0451 X	1-40M BULB TEE SPAN W/ TR-4 RAILS	2006	35.87124722	-97.60601944	131.201	41.798	—	1	0	2	39.298	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 27323 BRKEY 27567 NBI No. 27567 On Under 1 Structure No. 4206 0451 X Control No. 006 Lane Ind. Milepoint 04510 Facility Carried S.H. 33 Feature Intersected COX CREEK Division 04 County 083 Location 1.2 MI W JCT SH 74 Sufficiency 94 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.298 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 2006 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 39.298 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 131.201 Deck Width 41.798 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 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 136 HS Inv. Rating Method 1 HS Inv. Method 53 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 42.899894 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27567 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 1-40M BULB TEE SPAN W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4206F0451 X H Index 97.8414 Latitude 35:52:16.49 Longitude -97:36:21.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27567 Vault Link http://plansrv1/bridgemaintvault/b27567 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.87124722 Longitude DD -97.60601944 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27323 x -10865452.3824192 y 4282919.61969973
27566	4206 0409 X	27566	—	S.H. 33	PAWNEE CREEK	4206F0409 X	3-16M TYPE II PC BEAM SPANS W/ TR-4 RAILS SK 30 DEG RF	2006	35.87123611	-97.61348056	160.797	42.001	—	3	30	2	39.498	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 27322 BRKEY 27566 NBI No. 27566 On Under 1 Structure No. 4206 0409 X Control No. 006 Lane Ind. Milepoint 04090 Facility Carried S.H. 33 Feature Intersected PAWNEE CREEK Division 04 County 083 Location 1.6 MI W OF JCT SH 74 Sufficiency 90.9 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.498 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 2006 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 39.498 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 160.797 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 5 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 57 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 42.899894 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27566 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16M TYPE II PC BEAM SPANS W/ TR-4 RAILS SK 30 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4206F0409 X H Index 99.739 Latitude 35:52:16.45 Longitude -97:36:48.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27566 Vault Link http://plansrv1/bridgemaintvault/b27566 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.87123611 Longitude DD -97.61348056 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27322 x -10866282.9504983 y 4282918.09346893
27476	6817 1669 X	27476	—	S.H. 101	LITTLE LEE CREEK	6817 1669 X	(5) 85.3ft. PC BEAM	2005	35.57305	-94.55721667	427.2	41.2	—	5	0	2	39	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	400	2022	5	Unmatched
Raw data OBJECTID 27320 BRKEY 27476 NBI No. 27476 On Under 1 Structure No. 6817 1669 X Control No. 017 Lane Ind. Milepoint 16690 Facility Carried S.H. 101 Feature Intersected LITTLE LEE CREEK Division 01 County 135 Location 16.69 E JCT US-59 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00101 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39 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 2005 ADT Total 400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 39 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 427.2 Deck Width 41.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.4 HS Inv. Rating Method 3 HS Inv. Method 45.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 640 Future ADT Year 2042 Bypass Detour 35 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27476 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (5) 85.3ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6817 1669 X H Index 98.103 Latitude 35:34:22.98 Longitude -94:33:25.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 101 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17-1669 NBI Text 27476 Vault Link http://plansrv1/bridgemaintvault/b27476 GIS FO/SD Meets Standards H Inv. Method 45.5 Latitude DD 35.57305 Longitude DD -94.55721667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27320 x -10526061.2105336 y 4242031.6276542
27471	5112 1434 X	27471	—	U.S. 64 / S.H. 2	CREEK	5112 1434 X	2-12ft. X 8ft. X 120.0 RCB	2001	35.52274167	-95.30956111	27.5	0	—	2	0	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	5200	2022	5	Unmatched
Raw data OBJECTID 27315 BRKEY 27471 NBI No. 27471 On Under 1 Structure No. 5112 1434 X Control No. 012 Lane Ind. Milepoint 14340 Facility Carried U.S. 64 / S.H. 2 Feature Intersected CREEK Division 01 County 101 Location 3.4N JCT I-40/S.H. 2 Sufficiency 69.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2001 ADT Total 5200 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 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 27.5 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.966 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8320 Future ADT Year 2042 Bypass Detour 50.300001 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27471 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 2-12ft. X 8ft. X 120.0 RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112 1434 X H Index 98.0668 Latitude 35:31:21.87 Longitude -95:18:34.42 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 / S.H. 2 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27471 Vault Link http://plansrv1/bridgemaintvault/b27471 GIS FO/SD Meets Standards H Inv. Method 23.038 Latitude DD 35.52274167 Longitude DD -95.30956111 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27315 x -10609811.8104956 y 4235148.52426474
27659	3121 0380 X	27659	—	S.H. 82	ANDREW CREEK	3121 0380 X	(3) 50ft. PC BEAM SK 30° LF	1999	35.09526111	-95.121225	152.5	42.201	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.5	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	840	2022	5	Unmatched
Raw data OBJECTID 27308 BRKEY 27659 NBI No. 27659 On Under 1 Structure No. 3121 0380 X Control No. 021 Lane Ind. Milepoint 03800 Facility Carried S.H. 82 Feature Intersected ANDREW CREEK Division 01 County 061 Location 3.8 N LATIMER C/L Sufficiency 94.5 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1999 ADT Total 840 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.5 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1344 Future ADT Year 2042 Bypass Detour 34 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 27659 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 50ft. PC BEAM SK 30° LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3121 0380 X H Index 92.3285 Latitude 35:05:42.94 Longitude -95:07:16.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 21-0380 NBI Text 27659 Vault Link http://plansrv1/bridgemaintvault/b27659 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.09526111 Longitude DD -95.121225 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27308 x -10588846.3306324 y 4176834.29572911
27658	3121 0300 X	27658	—	S.H. 82	EATON CREEK	3121 0300 X	50ft. - 100ft. - 50ft. PC BEAM SK 30°	1999	35.08481944	-95.11705	202.5	42.3	—	3	30	2	40.098	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	840	2022	5	Unmatched
Raw data OBJECTID 27307 BRKEY 27658 NBI No. 27658 On Under 1 Structure No. 3121 0300 X Control No. 021 Lane Ind. Milepoint 03000 Facility Carried S.H. 82 Feature Intersected EATON CREEK Division 01 County 061 Location 3.0 N LATIMER C/L Sufficiency 92.8 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1999 ADT Total 840 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40.098 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.5 Deck Width 42.3 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1344 Future ADT Year 2042 Bypass Detour 34 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 27658 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. - 100ft. - 50ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3121 0300 X H Index 98.443 Latitude 35:05:05.35 Longitude -95:07:01.38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 21-0300 NBI Text 27658 Vault Link http://plansrv1/bridgemaintvault/b27658 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.08481944 Longitude DD -95.11705 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27307 x -10588381.5717583 y 4175413.74959268
27657	3121 0000 X	27657	—	S.H. 82	HUCKLEBERRY HOLLOW	3121 0000 X	3-100ft. PC BEAM SPANS, 48ft. CLR.RDY. W/ TR-3 RAIL	2000	35.05716667	-95.08820278	302	50	—	3	0	3	48	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	840	2022	5	Unmatched
Raw data OBJECTID 27306 BRKEY 27657 NBI No. 27657 On Under 1 Structure No. 3121 0000 X Control No. 021 Lane Ind. Milepoint 00000 Facility Carried S.H. 82 Feature Intersected HUCKLEBERRY HOLLOW Division 01 County 061 Location HASKELL/LATIMER C/L Sufficiency 89.5 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 48 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2000 ADT Total 840 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 48 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 302 Deck Width 50 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 84 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1344 Future ADT Year 2042 Bypass Detour 34 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27657 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PC BEAM SPANS, 48ft. CLR.RDY. W/ TR-3 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3121 0000 X H Index 98.8723 Latitude 35:03:25.8 Longitude -95:05:17.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 21-0000 NBI Text 27657 Vault Link http://plansrv1/bridgemaintvault/b27657 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.05716667 Longitude DD -95.08820278 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27306 x -10585170.3139171 y 4171652.5824551
27562	4112 0121 X	27562	—	S.H. 18	QUAPAW CREEK	4112F0121 X	70ft.-100ft.-70ft. PC BEAM SPANS	2006	35.5209	-96.89424722	241.001	40	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.5	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3200	2022	5	Unmatched
Raw data OBJECTID 27300 BRKEY 27562 NBI No. 27562 On Under 1 Structure No. 4112 0121 X Control No. 012 Lane Ind. Milepoint 01210 Facility Carried S.H. 18 Feature Intersected QUAPAW CREEK Division 03 County 081 Location 1.3 N JCT U.S. 62 Sufficiency 93.5 Kind Hwy 3 Level Service 1 Route No. 00018 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 07 - Major Collector (Rural) Year Built 2006 ADT Total 3200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 241.001 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 26.099934 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27562 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.-100ft.-70ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4112F0121 X H Index 89.3826 Latitude 35:31:15.24 Longitude -96:53:39.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27562 Vault Link http://plansrv1/bridgemaintvault/b27562 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.5209 Longitude DD -96.89424722 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27300 x -10786218.261328 y 4234896.6318921
27560	7420 0300 X	27560	—	S.H. 10	COPAN LAKE SPILLWAY	7420 0300 X	<New Structure Unit>	1978	36.88585556	-95.97542222	232.001	36.001	—	4	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Posted for load (P)	73.6	Poor (4)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	70 - Corps of Engineers (Civil)	70 - Corps of Engineers (Civil)	1 - On Highway	07 - Major Collector (Rural)	M	420	2022	5	Unmatched
Raw data OBJECTID 27298 BRKEY 27560 NBI No. 27560 On Under 1 Structure No. 7420 0300 X Control No. 020 Lane Ind. Milepoint 03000 Facility Carried S.H. 10 Feature Intersected COPAN LAKE SPILLWAY Division 08 County 147 Location 2.5SW OF COPAN Sufficiency 73.6 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 5 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System M Owner 70 - Corps of Engineers (Civil) Custodian 70 - Corps of Engineers (Civil) Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1978 ADT Total 420 ADT Year 2022 Design Load HS 25 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 232.001 Deck Width 36.001 Bridge Open Closed P TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance N Bridge Posting 1 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 17 HS Inv. Rating Method 2 HS Inv. Method 16.9 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 672 Future ADT Year 2042 Bypass Detour 7.99998 School Bus Rte. 0 Posted Weight 141728 Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27560 ODOT County 74 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 0 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description <New Structure Unit> Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7420 0300 X H Index 1 Latitude 36:53:09.08 Longitude -95:58:31.52 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 10 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 27560 Vault Link http://plansrv1/bridgemaintvault/b27560 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 36.88585556 Longitude DD -95.97542222 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27298 x -10683935.1301998 y 4423208.44435564
27559	0628 0200 X	27559	—	S.H. 58A	CANTON LAKE SPILLWAY	0628 0200 X	<New Structure Unit>	1948	36.08078611	-98.60300833	786.089	29.856	—	16	0	2	21.982	1 - Concrete	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Posted for load (P)	46.6	Poor (4)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	70 - Corps of Engineers (Civil)	70 - Corps of Engineers (Civil)	1 - On Highway	07 - Major Collector (Rural)	M	640	2022	5	Unmatched
Raw data OBJECTID 27297 BRKEY 27559 NBI No. 27559 On Under 1 Structure No. 0628 0200 X Control No. 028 Lane Ind. Milepoint 02000 Facility Carried S.H. 58A Feature Intersected CANTON LAKE SPILLWAY Division 05 County 011 Location 2.6N OF CANTON Sufficiency 46.6 Kind Hwy 3 Level Service 1 Route No. 0058A Service Type On 5 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 21.982 Bridge System M Owner 70 - Corps of Engineers (Civil) Custodian 70 - Corps of Engineers (Civil) Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1948 ADT Total 640 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 16 Road Width 21.982 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 21.982 Span Type Main M Material 1 - Concrete Design 03 Length 786.089 Deck Width 29.856 Bridge Open Closed P TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating 9 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 1 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 19.842 HS Inv. Rating Method 2 HS Inv. Method 16.314 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1024 Future ADT Year 2042 Bypass Detour 6.835083 School Bus Rte. 0 Posted Weight 151831 Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27559 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 2.953 Rt. Curb SW 2.953 Description <New Structure Unit> Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0628 0200 X H Index 1 Latitude 36:04:50.83 Longitude -98:36:10.83 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 58A Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27559 Vault Link http://plansrv1/bridgemaintvault/b27559 GIS FO/SD Meets Standards H Inv. Method 9.039 Latitude DD 36.08078611 Longitude DD -98.60300833 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27297 x -10976436.6779805 y 4311743.11748505
27556	6412 0497NX	27556	—	S.H. 3	COFFEE CREEK	6412F0497NX	(3) 46ft. PC BEAM SK 30°	2006	34.23624722	-95.69372778	137.999	40.2	—	3	30	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	1650	2022	5	Unmatched
Raw data OBJECTID 27276 BRKEY 27556 NBI No. 27556 On Under 1 Structure No. 6412 0497NX Control No. 012 Lane Ind. N Milepoint 04970 Facility Carried S.H. 3 Feature Intersected COFFEE CREEK Division 02 County 127 Location 4.97 E ATOKA C/L Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1650 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 137.999 Deck Width 40.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 55.4 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 1 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 27556 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description (3) 46ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6412F0497NX H Index 100 Latitude 34:14:10.49 Longitude -95:41:37.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 046N NBI Text 27556 Vault Link http://plansrv1/bridgemaintvault/b27556 GIS FO/SD Meets Standards H Inv. Method 38.9 Latitude DD 34.23624722 Longitude DD -95.69372778 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27276 x -10652577.0485797 y 4060568.54076832
27368	5408 0973 X	27368	—	S.H. 27	CREEK	5408 0973 X	2-10ft. X 5ft. X 64ft. PREFAB RCB	2002	35.41754722	-96.29958333	63.999	63.999	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 27265 BRKEY 27368 NBI No. 27368 On Under 1 Structure No. 5408 0973 X Control No. 008 Lane Ind. Milepoint 09730 Facility Carried S.H. 27 Feature Intersected CREEK Division 03 County 107 Location 0.4 MI. S. OF I-40 Sufficiency 94.2 Kind Hwy 3 Level Service 1 Route No. 00027 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2002 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 63.999 Deck Width 63.999 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 59.966 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 29.199999 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27368 ODOT County 54 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. X 5ft. X 64ft. PREFAB RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5408 0973 X H Index 96.5 Latitude 35:25:03.17 Longitude -96:17:58.5 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 27368 Vault Link http://plansrv1/bridgemaintvault/b27368 GIS FO/SD Meets Standards H Inv. Method 23.038 Latitude DD 35.41754722 Longitude DD -96.29958333 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27265 x -10720020.5799 y 4220769.91778198
27367	1908 0074 X	27367	—	U.S. 75A	MIDDLE DUCK CREEK	1908 0074 X	95ft. PC BEAM SPAN W/ 40ft. CLR.RDY.	2004	35.86639444	-96.06215278	96.001	42.001	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 27264 BRKEY 27367 NBI No. 27367 On Under 1 Structure No. 1908 0074 X Control No. 008 Lane Ind. Milepoint 00740 Facility Carried U.S. 75A Feature Intersected MIDDLE DUCK CREEK Division 08 County 037 Location S OF MOUNDS Sufficiency 96.5 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 96.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 23 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27367 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 95ft. PC BEAM SPAN W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1908 0074 X H Index 99.1596 Latitude 35:51:59.02 Longitude -96:03:43.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75A 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 27367 Vault Link http://plansrv1/bridgemaintvault/b27367 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.86639444 Longitude DD -96.06215278 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27264 x -10693589.9319752 y 4282252.99179262
27366	5112 0768 X	27366	—	U.S. 64	SPANIARD CREEK TRIB.	5112F0768 X	2-14ft. X 10ft. RCB W/120ft. LG.	2004	35.60323889	-95.35395556	31.001	117.999	—	2	0	5	71.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	6600	2022	5	Unmatched
Raw data OBJECTID 27263 BRKEY 27366 NBI No. 27366 On Under 1 Structure No. 5112 0768 X Control No. 012 Lane Ind. Milepoint 07680 Facility Carried U.S. 64 Feature Intersected SPANIARD CREEK TRIB. Division 01 County 101 Location 7.68S OF JCT SH 165 Sufficiency 83.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 80 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2004 ADT Total 6600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 71.001 Ref. Underclearance Rt. N Underclearance Right 25 Underclearance Left 25 Deck Structure Type N No. Lanes 5 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 31.001 Deck Width 117.999 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 6 Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77.1 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10560 Future ADT Year 2042 Bypass Detour 34.200001 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27366 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-14ft. X 10ft. RCB W/120ft. LG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5112F0768 X H Index 91.8001 Latitude 35:36:11.66 Longitude -95:21:14.24 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27366 Vault Link http://plansrv1/bridgemaintvault/b27366 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.60323889 Longitude DD -95.35395556 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27263 x -10614753.7780636 y 4246164.09734282
27365	4208 1303 X	27365	—	S.H. 33	FITZGERALD CREEK	4208 1303 X	100ft. TYPE IV PCB, SK 30 DEG RF, W/ 40ft. CLR.RDY.	2005	35.96413611	-97.23591389	101.739	42.999	—	1	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3900	2022	5	Unmatched
Raw data OBJECTID 27262 BRKEY 27365 NBI No. 27365 On Under 1 Structure No. 4208 1303 X Control No. 008 Lane Ind. Milepoint 13030 Facility Carried S.H. 33 Feature Intersected FITZGERALD CREEK Division 04 County 083 Location 13.3 E OF US 77 JCT Sufficiency 87.2 Kind Hwy 3 Level Service 1 Route No. 00033 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 2005 ADT Total 3900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 101.739 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 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 100 HS Inv. Rating Method 1 HS Inv. Method 57 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 42.899998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27365 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. TYPE IV PCB, SK 30 DEG RF, W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4208 1303 X H Index 97.5216 Latitude 35:57:50.89 Longitude -97:14:09.29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27365 Vault Link http://plansrv1/bridgemaintvault/b27365 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.96413611 Longitude DD -97.23591389 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27262 x -10824252.4210534 y 4295687.67753938
27364	4208 1340 X	27364	—	S.H. 33	CIMARRON RIVER	4208F1340 X	13-130ft. PCB SPANS, SK 15 DEG.RF, W/ 40ft. CLR.RDY. & SLOPE-FACED PARAPETS	2005	35.965958	-97.233986	1698	42	—	13	15	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3900	2022	5	Unmatched
Raw data OBJECTID 27261 BRKEY 27364 NBI No. 27364 On Under 1 Structure No. 4208 1340 X Control No. 008 Lane Ind. Milepoint 13400 Facility Carried S.H. 33 Feature Intersected CIMARRON RIVER Division 04 County 083 Location 13.4 E OF US 77 JCT Sufficiency 87.2 Kind Hwy 3 Level Service 1 Route No. 00033 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 2005 ADT Total 3900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 13 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1698 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 122 HS Inv. Rating Method 1 HS Inv. Method 55 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 42.899998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27364 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 13-130ft. PCB SPANS, SK 15 DEG.RF, W/ 40ft. CLR.RDY. & SLOPE-FACED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4208F1340 X H Index 94.4108 Latitude 35:57:57.45 Longitude -97:14:02.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 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 27364 Vault Link http://plansrv1/bridgemaintvault/b27364 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.965958 Longitude DD -97.233986 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27261 x -10824037.8093203 y 4295938.25577839
27454	6404R3646 X	27454	—	U.S. 271	CREEK	6404R3646 X	2-10ft. X 5ft. X 104ft. RCB	1953	34.58333333	-95.35	21.001	103.999	—	2	0	2	102.001	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1130	2002	5	Unmatched
Raw data OBJECTID 27244 BRKEY 27454 NBI No. 27454 On Under 1 Structure No. 6404R3646 X Control No. 004 Lane Ind. Milepoint 36460 Facility Carried U.S. 271 Feature Intersected CREEK Division 02 County 127 Location .7S OF CLAYTON Sufficiency 93.5 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 98.999 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 1953 ADT Total 1130 ADT Year 2002 Design Load Other or Unknown Skew 0 No. Main Spans 2 Road Width 102.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 08 Appr. Roadway Width 42.001 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 103.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 8 Deck Rating N Super Rating N Sub Rating N Chan. Rating N Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy N 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 1808 Future ADT Year 2022 Bypass Detour 39.800002 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 27454 ODOT County 64 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 5ft. X 104ft. RCB Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 6404R3646 X H Index 100 Latitude 34:35:00 Longitude -95:21:00 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 271 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27 NBI Text 27454 Vault Link http://plansrv1/bridgemaintvault/b27454 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.58333333 Longitude DD -95.35 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27244 x -10614313.4471386 y 4107400.98899079
27453	7293 0333WXR	27453	—	U.S. 75 RAMP S-W	U.S. 75 & GILCREASE EXPY	7293 0325 XR	118ft.X144ft.X144ft.X118ft. PLATE GIRDER SPANS	2002	36.197678	-95.950683	527.999	32.001	—	4	0	1	27.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	6200	2022	5	Unmatched
Raw data OBJECTID 27243 BRKEY 27453 NBI No. 27453 On Under 1 Structure No. 7293 0333WXR Control No. 093 Lane Ind. W Milepoint 03330 Facility Carried U.S. 75 RAMP S-W Feature Intersected U.S. 75 & GILCREASE EXPY Division 08 County 143 Location US75 S-W RAMP OVER GILCRE Sufficiency 97 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2002 ADT Total 6200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 25 Span Type Main M Material 3 - Steel Design 02 Length 527.999 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.3 HS Inv. Rating Method 1 HS Inv. Method 37.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9920 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1803 Min Measured Clearance 1705 NBI Rating 27453 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 118ft.X144ft.X144ft.X118ft. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7293 0325 XR H Index 90.1754 Latitude 36:11:51.64 Longitude -95:57:02.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 RAMP S-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 27453 Vault Link http://plansrv1/bridgemaintvault/b27453 GIS FO/SD Meets Standards H Inv. Method 20.8 Latitude DD 36.197678 Longitude DD -95.950683 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 27243 x -10681181.1728268 y 4327855.76211753
27363	0908 0785WX	27363	—	U.S. 81 SB	SIX MILE CREEK	0908F0785WX	33ft.-46ft.-33ft. PC BEAM SPANS W/ 49.2ft. CLR. RDY. & F-SHAPED PARAPETS	2005	35.47971111	-97.9384	112.201	52.231	—	3	0	3	49.213	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 27242 BRKEY 27363 NBI No. 27363 On Under 1 Structure No. 0908 0785WX Control No. 008 Lane Ind. W Milepoint 07850 Facility Carried U.S. 81 SB Feature Intersected SIX MILE CREEK Division 04 County 017 Location 1.5S OF I-40 Sufficiency 98 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 49.213 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2005 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 49.213 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 112.201 Deck Width 52.231 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 9 Sub Rating 8 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 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27363 ODOT County 09 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.-46ft.-33ft. PC BEAM SPANS W/ 49.2ft. CLR. RDY. & F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0908F0785WX H Index 97.3523 Latitude 35:28:46.96 Longitude -97:56:18.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27363 Vault Link http://plansrv1/bridgemaintvault/b27363 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.47971111 Longitude DD -97.9384 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27242 x -10902452.8171079 y 4229264.57624559
27637	7218 0804 X	27637	—	71ST	U.S. 75 UNDER	7218F0804 X	91ft. X73ft. X 91ft. X 77ft. CL.RDWY. TYPE IV PCB SPAN	2005	36.06101389	-96.00636667	256.001	80	—	3	0	4	77.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 27233 BRKEY 27637 NBI No. 27637 On Under 1 Structure No. 7218 0804 X Control No. Lane Ind. Milepoint Facility Carried 71ST Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 8 MI N JCT 67 Sufficiency 98.3 Kind Hwy 5 Level Service 1 Route No. 08301 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 77.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2005 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 77.001 Ref. Underclearance Rt. H Underclearance Right 22.999 Underclearance Left 22.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 77.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 256.001 Deck Width 80 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.926251 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1708 Min Measured Clearance 1707 NBI Rating 27637 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 91ft. X73ft. X 91ft. X 77ft. CL.RDWY. TYPE IV PCB SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218F0804 X H Index 90.9665 Latitude 36:03:39.65 Longitude -96:00:22.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name 71ST 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 27637 Vault Link http://plansrv1/bridgemaintvault/b27637 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.06101389 Longitude DD -96.00636667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27233 x -10687379.8506167 y 4309020.04020576