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
26478	7280 0680 X	26478	—	E. 41ST ST. S.	U.S. 64 / S.H. 51 UNDER	7280 0680 X	121ft.2-233ft.121ft.STL.GR	2001	36.10444444	-95.87777778	707.999	78.97	—	4	67	4	62.336	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 26658 BRKEY 26478 NBI No. 26478 On Under 1 Structure No. 7280 0680 X Control No. Lane Ind. Milepoint Facility Carried E. 41ST ST. S. Feature Intersected U.S. 64 / S.H. 51 UNDER Division 08 County 143 Location .6SE MEMORIAL DRIVE Sufficiency 95.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 62.336 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2001 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 67 No. Main Spans 4 Road Width 62.336 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 62.336 Span Type Main M Material 4 - Steel Continuous Design 02 Length 707.999 Deck Width 78.97 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 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48.6 HS Inv. Rating Method 3 HS Inv. Method 37.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8000 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1905 Min Measured Clearance 1609 NBI Rating 26478 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 6.001 Rt. Curb SW 6.001 Description 121ft.2-233ft.121ft.STL.GR Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0680 X H Index 92.545 Latitude 36:06:16 Longitude -95:52:40 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name E. 41ST ST. SOUTH 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 26478 Vault Link http://plansrv1/bridgemaintvault/b26478 GIS FO/SD Meets Standards H Inv. Method 37.4 Latitude DD 36.10444444 Longitude DD -95.87777778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 26658 x -10673065.4008602 y 4315002.299139
26287	0814 0577 X	26287	—	U.S. 281	HONEY CREEK	0814 0577 X	78.7ft. P.C.B. SPAN	2002	35.38263611	-98.37674444	80	41.503	—	1	0	2	39.37	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.6	Good (7)	Fair (5)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 26650 BRKEY 26287 NBI No. 26287 On Under 1 Structure No. 0814 0577 X Control No. 014 Lane Ind. Milepoint 05770 Facility Carried U.S. 281 Feature Intersected HONEY CREEK Division 07 County 015 Location 5.8 N SH152 IN BINGER Sufficiency 98.6 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.37 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 2002 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 80 Deck Width 41.503 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 5 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 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 2.485485 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26287 ODOT County 08 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 78.7ft. P.C.B. SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0814 0577 X H Index 84.0127 Latitude 35:22:57.49 Longitude -98:22:36.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 38 NBI Text 26287 Vault Link http://plansrv1/bridgemaintvault/b26287 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.38263611 Longitude DD -98.37674444 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26650 x -10951249.0969608 y 4216002.20951833
26281	4208 1097NX	26281	—	S.H. 33	FITZGERALD CREEK	4208 1097WX	105ft. PC BEAM SPAN	2003	35.95196111	-97.26919722	105	40.4	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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	1950	2022	5	Unmatched
Raw data OBJECTID 26626 BRKEY 26281 NBI No. 26281 On Under 1 Structure No. 4208 1097NX Control No. 008 Lane Ind. N Milepoint 10970 Facility Carried S.H. 33 Feature Intersected FITZGERALD CREEK Division 04 County 083 Location 10.97 E OF US 77 JCT Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 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 2003 ADT Total 1950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 105 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. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 129 HS Inv. Rating Method 1 HS Inv. Method 54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26281 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 105ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4208 1097WX H Index 96.8478 Latitude 35:57:07.06 Longitude -97:16:09.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 W.B. 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 26281 Vault Link http://plansrv1/bridgemaintvault/b26281 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.95196111 Longitude DD -97.26919722 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26626 x -10827957.5044009 y 4294013.30657006
26280	4208 1097SX	26280	—	S.H. 33	FITZGERALD CREEK	4208 1097EX	105ft. PC BEAM SPAN	2003	35.951625	-97.26916944	105	40.4	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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	1950	2022	5	Unmatched
Raw data OBJECTID 26625 BRKEY 26280 NBI No. 26280 On Under 1 Structure No. 4208 1097SX Control No. 008 Lane Ind. S Milepoint 10970 Facility Carried S.H. 33 Feature Intersected FITZGERALD CREEK Division 04 County 083 Location 10.97 MI. E U.S. 77 JCT Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 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 2003 ADT Total 1950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 105 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. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 129 HS Inv. Rating Method 1 HS Inv. Method 54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26280 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 3.999 Rt. Curb SW 7.999 Description 105ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4208 1097EX H Index 97.0728 Latitude 35:57:05.85 Longitude -97:16:09.01 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 26280 Vault Link http://plansrv1/bridgemaintvault/b26280 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.951625 Longitude DD -97.26916944 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26625 x -10827954.4119454 y 4293967.08658988
26278	6802 0000 X	26278	—	U.S. 59	ARKANSAS RIVER (KMARNS)	6802 0000 X	NBI UNIT	2002	35.348789	-94.769914	1877	81	—	5	0	4	78	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.7	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3700	2022	5	Unmatched
Raw data OBJECTID 26623 BRKEY 26278 NBI No. 26278 On Under 1 Structure No. 6802 0000 X Control No. 002 Lane Ind. Milepoint 00000 Facility Carried U.S. 59 Feature Intersected ARKANSAS RIVER (KMARNS) Division 01 County 135 Location SEQUOYAH&LEFLOREC/L Sufficiency 85.7 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 34 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 3700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 78 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1877 Deck Width 81 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 61.4 HS Inv. Rating Method 3 HS Inv. Method 43 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5920 Future ADT Year 2042 Bypass Detour 50 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26278 ODOT County 68 Nav. Control 1 Nav. HC 300 Lft. Br. Nav. Cl. 0 Nav. VC 52 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description NBI UNIT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6802 0000 X H Index 91.3838 Latitude 35:20:55.64 Longitude -94:46:11.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26278 Vault Link http://plansrv1/bridgemaintvault/b26278 GIS FO/SD Meets Standards H Inv. Method 42.9 Latitude DD 35.348789 Longitude DD -94.769914 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26623 x -10549738.5690023 y 4211381.77804466
26470	7280 0670 XC	26470	—	U.S. 64 SD (41 ST)	CREEK	7280 0670 XC	2-12ft.X9ft. X 611ft. RCB	2002	36.10453889	-95.88006944	27.001	0	—	2	37	14	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	10000	2022	5	Unmatched
Raw data OBJECTID 26614 BRKEY 26470 NBI No. 26470 On Under 1 Structure No. 7280 0670 XC Control No. 080 Lane Ind. Milepoint 06700 Facility Carried U.S. 64 SD (41 ST) Feature Intersected CREEK Division 08 County 143 Location 41ST ST. & 87TH E. AVE. Sufficiency 84.4 Kind Hwy 8 Level Service 0 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 2002 ADT Total 10000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 37 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 14 Fill RCB 3 Appr. Roadway Width 82.001 Span Type Main M Material 1 - Concrete Design 19 Length 27.001 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 70.8 HS Inv. Rating Method 3 HS Inv. Method 54.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.621371 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 26470 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X9ft. X 611ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7280 0670 XC H Index 94.0092 Latitude 36:06:16.34 Longitude -95:52:48.25 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 SD (41 ST. Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 26470 Vault Link http://plansrv1/bridgemaintvault/b26470 GIS FO/SD Meets Standards H Inv. Method 54.5 Latitude DD 36.10453889 Longitude DD -95.88006944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 26614 x -10673320.5072845 y 4315015.31257795
26469	7280 0650 X	26469	—	U.S. 64 / S.H. 51	CREEK	7280 0650 X	3-10ft.X9ft.X176ft. RCB	2002	36.10668056	-95.88365556	33.999	0	—	3	0	10	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	104200	2022	5	Unmatched
Raw data OBJECTID 26613 BRKEY 26469 NBI No. 26469 On Under 1 Structure No. 7280 0650 X Control No. 080 Lane Ind. Milepoint 06500 Facility Carried U.S. 64 / S.H. 51 Feature Intersected CREEK Division 08 County 143 Location .2E OF MEMORIAL DRIVE Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2002 ADT Total 104200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 10 Fill RCB FG Appr. Roadway Width 82.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 47.4 HS Inv. Rating Method 3 HS Inv. Method 36.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 166720 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26469 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X9ft.X176ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0650 X H Index 98.1249 Latitude 36:06:24.05 Longitude -95:53:01.16 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 / S.H. 51 BA EXPY Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26469 Vault Link http://plansrv1/bridgemaintvault/b26469 GIS FO/SD Meets Standards H Inv. Method 36.4 Latitude DD 36.10668056 Longitude DD -95.88365556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26613 x -10673719.7123368 y 4315310.39874479
26272	6421 0023 X	26272	—	S.H. 147	CROOKED CREEK	6421 0023 X	(3) 10ft. X 6ft. X 34.5ft. LONG RCB	1982	34.18646389	-95.34344444	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	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	07 - Major Collector (Rural)	B	250	2022	5	Unmatched
Raw data OBJECTID 26599 BRKEY 26272 NBI No. 26272 On Under 1 Structure No. 6421 0023 X Control No. 021 Lane Ind. Milepoint 00230 Facility Carried S.H. 147 Feature Intersected CROOKED CREEK Division 02 County 127 Location 2.30 N CHOCTAW C/L Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00147 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.1 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 1982 ADT Total 250 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 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 400 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26272 ODOT County 64 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 6ft. X 34.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6421 0023 X H Index 100 Latitude 34:11:11.27 Longitude -95:20:36.4 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 147 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 100 NBI Text 26272 Vault Link http://plansrv1/bridgemaintvault/b26272 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.18646389 Longitude DD -95.34344444 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26599 x -10613583.6855376 y 4053867.13572863
26271	1950T0223 X	26271	—	CREEK TP	CREEK	1950T0223 X	2-12ft. X12ft.X278ft. RCB, SK60RF	2000	36.01796111	-96.06418611	28.901	280	—	2	60	4	63.5	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	20300	2022	5	Unmatched
Raw data OBJECTID 26598 BRKEY 26271 NBI No. 26271 On Under 1 Structure No. 1950T0223 X Control No. 050 Lane Ind. Milepoint 02230 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 037 Location 01.83 Sufficiency 80.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 10 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2000 ADT Total 20300 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 2 Road Width 63.5 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 15 Appr. Roadway Width 25 Span Type Main M Material 1 - Concrete Design 19 Length 28.901 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 5 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 32480 Future ADT Year 2042 Bypass Detour 61.515748 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26271 ODOT County 19 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. X12ft.X278ft. RCB, SK60RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0223 X H Index 91.8008 Latitude 36:01:04.66 Longitude -96:03:51.07 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 01.83 NBI Text 26271 Vault Link http://plansrv1/bridgemaintvault/b26271 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.01796111 Longitude DD -96.06418611 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26598 x -10693816.2812355 y 4303093.07460624
26461	1446R0065 X	26461	—	S.H. 77G (WESTERN	CREEK	1446F0065 X	RCB (BRIDGE ft.Bft.)	1901	35.31666667	-95.55972222	0	0	—	1	0	-1	-1	1 - Concrete	Culvert (19)	M	_	@	92	Not applicable (N)	Very good (8)	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)	B	-1	2010	5	Unmatched
Raw data OBJECTID 26587 BRKEY 26461 NBI No. 26461 On Under 1 Structure No. 1446R0065 X Control No. 046 Lane Ind. Milepoint 00650 Facility Carried S.H. 77G (WESTERN Feature Intersected CREEK Division 03 County 027 Location _ Sufficiency 92 Kind Hwy 3 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 6.562 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1901 ADT Total -1 ADT Year 2010 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB 03 Appr. Roadway Width 55.774 Span Type Main M Material 1 - Concrete Design 19 Length 0 Deck Width 0 Bridge Open Closed @ TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating N Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 2 HS Operating Rating -1 HS Inv. Rating Method 2 HS Inv. Method -1 H Operating Rating 2 H Inv. Rating Method 2 Future ADT -2 Future ADT Year 2030 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26461 ODOT County 14 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 _ Lft. Curb SW 6.001 Rt. Curb SW 0 Description RCB (BRIDGE ft.Bft.) Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 1446F0065 X H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 77G (WESTERN Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26461 Vault Link http://plansrv1/bridgemaintvault/b26461 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26587 x -10637659.6178771 y 4206998.58465707
26460	1446R0456 X	26460	—	S.H. 77G (WESTERN	CREEK	1446F0456 X	RCB (BRIDGE ft.Aft.)	1901	35.31666667	-95.55972222	0	0	—	1	0	-1	-1	1 - Concrete	Culvert (19)	M	_	@	92	Not applicable (N)	Very good (8)	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)	B	-1	2010	5	Unmatched
Raw data OBJECTID 26586 BRKEY 26460 NBI No. 26460 On Under 1 Structure No. 1446R0456 X Control No. 046 Lane Ind. Milepoint 04560 Facility Carried S.H. 77G (WESTERN Feature Intersected CREEK Division 03 County 027 Location _ Sufficiency 92 Kind Hwy 3 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 6.562 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1901 ADT Total -1 ADT Year 2010 Design Load Other or Unknown Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB 03 Appr. Roadway Width 55.774 Span Type Main M Material 1 - Concrete Design 19 Length 0 Deck Width 0 Bridge Open Closed @ TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating N Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 2 HS Operating Rating -1 HS Inv. Rating Method 2 HS Inv. Method -1 H Operating Rating 2 H Inv. Rating Method 2 Future ADT -2 Future ADT Year 2030 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26460 ODOT County 14 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 _ Lft. Curb SW 6.001 Rt. Curb SW 0 Description RCB (BRIDGE ft.Aft.) Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 1446F0456 X H Index -1 Latitude 35:19:00 Longitude -95:33:35 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 77G (WESTERN Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26460 Vault Link http://plansrv1/bridgemaintvault/b26460 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26586 x -10637659.6178771 y 4206998.58465707
26724	1653 0090 X	26724	—	U.S. 62 ROGERS LA.	W BRANCH WOLF CREEK	1653 0090 X	98ft. P.C.B. SPAN	2004	34.63683611	-98.49706389	98.999	85.6	—	1	0	4	82.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.6	Very good (8)	Very good (8)	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	5000	2022	5	Unmatched
Raw data OBJECTID 26573 BRKEY 26724 NBI No. 26724 On Under 1 Structure No. 1653 0090 X Control No. 053 Lane Ind. Milepoint 00900 Facility Carried U.S. 62 ROGERS LA. Feature Intersected W BRANCH WOLF CREEK Division 07 County 031 Location HIGHWAY 62 RAMP Sufficiency 97.6 Kind Hwy 2 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 82.7 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 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 82.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 82.7 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 98.999 Deck Width 85.6 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 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N 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 78 HS Inv. Rating Method 1 HS Inv. Method 47 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26724 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 98ft. P.C.B. SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1653 0090 X H Index 85.3923 Latitude 34:38:12.61 Longitude -98:29:49.43 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 150 NBI Text 26724 Vault Link http://plansrv1/bridgemaintvault/b26724 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.63683611 Longitude DD -98.49706389 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26573 x -10964642.9968673 y 4114637.48859768
26635	2520 2145 X	26635	—	S.H. 29	RED BRANCH CREEK	2520 2145 X	3-46ft. ROLLED BEAM SPANS X 39.3ft. CLR.RDY W/ TR-3 RAILS	2002	34.65161944	-97.20421389	138.451	41.499	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.8	Satisfactory (6)	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	3300	2022	5	Unmatched
Raw data OBJECTID 26572 BRKEY 26635 NBI No. 26635 On Under 1 Structure No. 2520 2145 X Control No. 020 Lane Ind. Milepoint 21450 Facility Carried S.H. 29 Feature Intersected RED BRANCH CREEK Division 03 County 049 Location .2W OF JCT. U.S. 77 Sufficiency 86.8 Kind Hwy 3 Level Service 1 Route No. 00029 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2002 ADT Total 3300 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 3 - Steel Design 02 Length 138.451 Deck Width 41.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 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 43 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 16.8 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 26635 ODOT County 25 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 3-46ft. ROLLED BEAM SPANS X 39.3ft. CLR.RDY W/ TR-3 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2520 2145 X H Index 87.9711 Latitude 34:39:05.83 Longitude -97:12:15.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 29 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 26635 Vault Link http://plansrv1/bridgemaintvault/b26635 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 34.65161944 Longitude DD -97.20421389 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26572 x -10820723.5931952 y 4116637.82552613
26634	5418 0821 X	26634	—	S.H. 56	YAHOLA CREEK	5418 0821 X	1-(73ft.) P.C. BEAM SPAN, SKEW 10DEG.	2002	35.52646389	-96.26461944	72.999	42.001	—	1	10	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.7	Satisfactory (6)	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)	B	800	2022	5	Unmatched
Raw data OBJECTID 26571 BRKEY 26634 NBI No. 26634 On Under 1 Structure No. 5418 0821 X Control No. 018 Lane Ind. Milepoint 08210 Facility Carried S.H. 56 Feature Intersected YAHOLA CREEK Division 03 County 107 Location 8.2N OF JCT. U.S. 62 Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2002 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 10 No. Main Spans 1 Road Width 42.001 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 72.999 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1280 Future ADT Year 2042 Bypass Detour 67.999831 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 26634 ODOT County 54 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 1-(73ft.) P.C. BEAM SPAN, SKEW 10DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5418 0821 X H Index 98.5364 Latitude 35:31:35.27 Longitude -96:15:52.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26634 Vault Link http://plansrv1/bridgemaintvault/b26634 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.52646389 Longitude DD -96.26461944 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26571 x -10716128.4174691 y 4235657.64442639
26633	5418 0464 X	26633	—	S.H. 56	NUYAKA CREEK	5418 0464 X	(1-99ft.) P.C. BEAM SPAN	2002	35.474525	-96.26455833	98.999	42.999	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	800	2022	5	Unmatched
Raw data OBJECTID 26570 BRKEY 26633 NBI No. 26633 On Under 1 Structure No. 5418 0464 X Control No. 018 Lane Ind. Milepoint 04640 Facility Carried S.H. 56 Feature Intersected NUYAKA CREEK Division 03 County 107 Location 4.8N JCT U.S. 62 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2002 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 98.999 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. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 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 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1280 Future ADT Year 2042 Bypass Detour 67.999831 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 26633 ODOT County 54 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 (1-99ft.) P.C. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5418 0464 X H Index 98.4515 Latitude 35:28:28.29 Longitude -96:15:52.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26633 Vault Link http://plansrv1/bridgemaintvault/b26633 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.474525 Longitude DD -96.26455833 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26570 x -10716121.614735 y 4228555.64643397
26632	0312 1214 X	26632	—	S.H. 3	S BR DOUBLE SPRING CREEK	0312F1080 X	96ft. PC BEAM SK 30°	2012	34.28638889	-95.95861111	96.001	42.201	—	1	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.2	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	2800	2022	5	Unmatched
Raw data OBJECTID 26569 BRKEY 26632 NBI No. 26632 On Under 1 Structure No. 0312 1214 X Control No. 012 Lane Ind. Milepoint 12140 Facility Carried S.H. 3 Feature Intersected S BR DOUBLE SPRING CREEK Division 02 County 005 Location 12.14 E JCT US-69 Sufficiency 81.2 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2012 ADT Total 2800 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 96.001 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 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 3 HS Operating Rating 84.6 HS Inv. Rating Method 3 HS Inv. Method 47.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4480 Future ADT Year 2042 Bypass Detour 91.999999 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 26632 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description 96ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0312F1080 X H Index 100 Latitude 34:17:11 Longitude -95:57:31 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 41 NBI Text 26632 Vault Link http://plansrv1/bridgemaintvault/b26632 GIS FO/SD Meets Standards H Inv. Method 47.6 Latitude DD 34.28638889 Longitude DD -95.95861111 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26569 x -10682063.725995 y 4067322.18907675
26630	2140 0072 X	26630	—	S.H. 412	SPRING CREEK	2140 0072 X	50ft. 80ft. 50ft. PCB SPAN TYPE IV WITH 40ft.CL.RDWAY.	2003	36.172225	-94.85096389	181.001	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	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	1700	2022	5	Unmatched
Raw data OBJECTID 26567 BRKEY 26630 NBI No. 26630 On Under 1 Structure No. 2140 0072 X Control No. 040 Lane Ind. Milepoint 00720 Facility Carried S.H. 412 Feature Intersected SPRING CREEK Division 08 County 041 Location .6N OF CHEROKEE CO. Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00412 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 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 181.001 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. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 71 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26630 ODOT County 21 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. 80ft. 50ft. PCB SPAN TYPE IV WITH 40ft.CL.RDWAY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2140 0072 X H Index 99.5409 Latitude 36:10:20.01 Longitude -94:51:03.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 ALT. 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 26630 Vault Link http://plansrv1/bridgemaintvault/b26630 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 36.172225 Longitude DD -94.85096389 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26567 x -10558761.001486 y 4324345.21699377
26913	7278 0672SX	26913	—	I-44 EB	YALE AVE. UNDER	7278F0700SX	104X102X102X104ft. PCB SPANS	2006	36.09501667	-95.92252222	412.001	57.999	—	4	41	3	55	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46600	2022	5	Unmatched
Raw data OBJECTID 26565 BRKEY 26913 NBI No. 26913 On Under 1 Structure No. 7278 0672SX Control No. 078 Lane Ind. S Milepoint 06720 Facility Carried I-44 EB Feature Intersected YALE AVE. UNDER Division 08 County 143 Location I-44 @ YALE Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2006 ADT Total 46600 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 4 Road Width 55 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 412.001 Deck Width 57.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95.4 HS Inv. Rating Method 1 HS Inv. Method 42.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 74560 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1708 Min Measured Clearance 1611 NBI Rating 26913 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 104X102X102X104ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278F0700SX H Index 98.7008 Latitude 36:05:42.06 Longitude -95:55:21.08 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26913 Vault Link http://plansrv1/bridgemaintvault/b26913 GIS FO/SD Meets Standards H Inv. Method 28.6 Latitude DD 36.09501667 Longitude DD -95.92252222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26565 x -10678046.3291369 y 4313703.40792749
26912	7278 0672NX	26912	—	I-44 W.B.	YALE AVE. UNDER	7278F0672NX	104ft. X 102ft. X 102ft. X 104ft. PCB SPANS	2006	36.09531944	-95.92277222	412.001	57.999	—	4	41	3	55	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46900	2022	5	Unmatched
Raw data OBJECTID 26564 BRKEY 26912 NBI No. 26912 On Under 1 Structure No. 7278 0672NX Control No. 078 Lane Ind. N Milepoint 06720 Facility Carried I-44 W.B. Feature Intersected YALE AVE. UNDER Division 08 County 143 Location I-44 @ YALE Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2006 ADT Total 46900 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 4 Road Width 55 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 55 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 412.001 Deck Width 57.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 95.4 HS Inv. Rating Method 1 HS Inv. Method 42.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 75040 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1607 Max Measured Clearance 1708 Min Measured Clearance 1611 NBI Rating 26912 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 104ft. X 102ft. X 102ft. X 104ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278F0672NX H Index 97.8947 Latitude 36:05:43.15 Longitude -95:55:21.98 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26912 Vault Link http://plansrv1/bridgemaintvault/b26912 GIS FO/SD Meets Standards H Inv. Method 28.6 Latitude DD 36.09531944 Longitude DD -95.92277222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26564 x -10678074.1590096 y 4313745.11900635
26814	2004 1607SX	26814	—	I-40 EB	LTL.DEEP CR./R.R./CO.RD.	2004 1607SX	60ft.-5(130ft.)-100ft. BULB TEE BEAM SPANS	2004	35.53615	-98.642181	656	40	—	6	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	12150	2022	5	Unmatched
Raw data OBJECTID 26556 BRKEY 26814 NBI No. 26814 On Under 1 Structure No. 2004 1607SX Control No. 004 Lane Ind. S Milepoint 16070 Facility Carried I-40 EB Feature Intersected LTL.DEEP CR./R.R./CO.RD. Division 05 County 039 Location 2E OF WEATHERFORD Sufficiency 93.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 8 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2004 ADT Total 12150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 656 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 134 HS Inv. Rating Method 1 HS Inv. Method 57 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 19440 Future ADT Year 2042 Bypass Detour 0.099979 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 4001 Max Measured Clearance 4004 Min Measured Clearance 4003 NBI Rating 26814 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-5(130ft.)-100ft. BULB TEE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1607SX H Index 98.111 Latitude 35:32:10.14 Longitude -98:38:31.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26814 Vault Link http://plansrv1/bridgemaintvault/b26814 GIS FO/SD FO H Inv. Method 34 Latitude DD 35.53615 Longitude DD -98.642181 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26556 x -10980797.3596579 y 4236982.60800361
26813	2004 1607NX	26813	—	I-40 WB	LTL.DEEP CR./R.R./CO.RD.	2004 1607NX	60ft.-130ft.-105ft.,2-130ft.-100ft. P/S CONC. BEAM SPANS	2004	35.536483	-98.642097	656	40	—	6	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11850	2022	5	Unmatched
Raw data OBJECTID 26555 BRKEY 26813 NBI No. 26813 On Under 1 Structure No. 2004 1607NX Control No. 004 Lane Ind. N Milepoint 16070 Facility Carried I-40 WB Feature Intersected LTL.DEEP CR./R.R./CO.RD. Division 05 County 039 Location 2E OF WEATHERFORD Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 8 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2004 ADT Total 11850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 35 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 656 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 128 HS Inv. Rating Method 1 HS Inv. Method 57 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18960 Future ADT Year 2042 Bypass Detour 0.099979 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 4001 Max Measured Clearance 4006 Min Measured Clearance 4005 NBI Rating 26813 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-130ft.-105ft.,2-130ft.-100ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1607NX H Index 98.2558 Latitude 35:32:11.34 Longitude -98:38:31.55 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26813 Vault Link http://plansrv1/bridgemaintvault/b26813 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 35.536483 Longitude DD -98.642097 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26555 x -10980788.0088207 y 4237028.16193824
26723	1653 0041 XR	26723	—	U.S. 62 NB RAMP	QUANAH PARKER TRAILWAY	1653 0041 X	(138ft.-138ft.) 120ft. - 72ft. CONT. PLATE GIRDER SPANS	2004	34.630544	-98.502097	468.999	31.499	—	4	0	1	28.501	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.2	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	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 26554 BRKEY 26723 NBI No. 26723 On Under 1 Structure No. 1653 0041 XR Control No. 053 Lane Ind. Milepoint 00410 Facility Carried U.S. 62 NB RAMP Feature Intersected QUANAH PARKER TRAILWAY Division 07 County 031 Location 7W OF I-44 Sufficiency 96.2 Kind Hwy 2 Level Service 7 Route No. 00062 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.501 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 NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 28.501 Ref. Underclearance Rt. H Underclearance Right 32.001 Underclearance Left 32.001 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 28.501 Span Type Main M Material 3 - Steel Design 02 Length 468.999 Deck Width 31.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1811 Min Measured Clearance 1810 NBI Rating 26723 ODOT County 16 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 (138ft.-138ft.) 120ft. - 72ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1653 0041 X H Index 85.6357 Latitude 34:37:49.96 Longitude -98:30:07.55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name U.S. 62 NB RAMP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 151 NBI Text 26723 Vault Link http://plansrv1/bridgemaintvault/b26723 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 34.630544 Longitude DD -98.502097 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26554 x -10965203.2801096 y 4113786.20943378
26722	0220 0933 X	26722	—	S.H. 11	CREEK	0220F0933 X	1-65 FT TYPE III PCB SPAN.	2005	36.811425	-98.19398333	66.001	41.601	—	1	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26553 BRKEY 26722 NBI No. 26722 On Under 1 Structure No. 0220 0933 X Control No. 020 Lane Ind. Milepoint 09330 Facility Carried S.H. 11 Feature Intersected CREEK Division 06 County 003 Location 9.33E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.4 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 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 39.4 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 66.001 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. 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 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26722 ODOT County 02 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 1-65 FT TYPE III PCB SPAN. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0933 X H Index 99.9808 Latitude 36:48:41.13 Longitude -98:11:38.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26722 Vault Link http://plansrv1/bridgemaintvault/b26722 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.811425 Longitude DD -98.19398333 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26553 x -10930904.2232588 y 4412854.35815847
26721	0220 0920 X	26721	—	S.H. 11	POWELL CREEK	0220F0920 X	1-105 FT TYPE IV PCB SPAN	2005	36.811436	-98.196467	106.001	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)	96.1	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26552 BRKEY 26721 NBI No. 26721 On Under 1 Structure No. 0220 0920 X Control No. 020 Lane Ind. Milepoint 09200 Facility Carried S.H. 11 Feature Intersected POWELL CREEK Division 06 County 003 Location 9.2E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.301 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 1500 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 106.001 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. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 81.4 HS Inv. Rating Method 1 HS Inv. Method 49.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26721 ODOT County 02 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 1-105 FT TYPE IV PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0920 X H Index 100 Latitude 36:48:41.17 Longitude -98:11:47.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26721 Vault Link http://plansrv1/bridgemaintvault/b26721 GIS FO/SD Meets Standards H Inv. Method 30.8 Latitude DD 36.811436 Longitude DD -98.196467 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26552 x -10931180.7041385 y 4412855.88763171
26720	0220 0891 X	26720	—	S.H. 11	SANDY CREEK	0220F0891 X	4-65 FT TYPE III PCB SPANS	2005	36.81147778	-98.20150556	261.001	41.601	—	4	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26551 BRKEY 26720 NBI No. 26720 On Under 1 Structure No. 0220 0891 X Control No. 020 Lane Ind. Milepoint 08910 Facility Carried S.H. 11 Feature Intersected SANDY CREEK Division 06 County 003 Location 8.91E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.4 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 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 39.4 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 261.001 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. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26720 ODOT County 02 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 4-65 FT TYPE III PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0891 X H Index 99.2551 Latitude 36:48:41.32 Longitude -98:12:05.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26720 Vault Link http://plansrv1/bridgemaintvault/b26720 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.81147778 Longitude DD -98.20150556 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26551 x -10931741.594072 y 4412861.69685116
26719	0220 0842 X	26719	—	S.H. 11	SALT FORK ARK. RIV TRIB.	0220F0842 X	4-65 FT TYPE III PCB SPANS	2005	36.81066111	-98.21030278	261.001	41.601	—	4	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26550 BRKEY 26719 NBI No. 26719 On Under 1 Structure No. 0220 0842 X Control No. 020 Lane Ind. Milepoint 08420 Facility Carried S.H. 11 Feature Intersected SALT FORK ARK. RIV TRIB. Division 06 County 003 Location 8.42E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.4 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 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 39.4 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 261.001 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. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26719 ODOT County 02 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 4-65 FT TYPE III PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0842 X H Index 99.5059 Latitude 36:48:38.38 Longitude -98:12:37.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26719 Vault Link http://plansrv1/bridgemaintvault/b26719 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.81066111 Longitude DD -98.21030278 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26550 x -10932720.8961228 y 4412748.14512217
26627	4046 0496 X	26627	—	S.H. 128	SUGAR CREEK	4046F0496 X	72ft. - (2) 92ft. - 72ft. PC BEAM SK 26°-35°	2007	34.87400556	-94.52767222	332.201	41.801	—	4	30	2	39.6	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.2	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	780	2022	5	Unmatched
Raw data OBJECTID 26547 BRKEY 26627 NBI No. 26627 On Under 1 Structure No. 4046 0496 X Control No. 046 Lane Ind. Milepoint 04960 Facility Carried S.H. 128 Feature Intersected SUGAR CREEK Division 02 County 079 Location 4.96 E JCT US-59 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00128 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.6 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2007 ADT Total 780 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 4 Road Width 39.6 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 332.201 Deck Width 41.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 93 HS Inv. Rating Method 1 HS Inv. Method 52 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1248 Future ADT Year 2042 Bypass Detour 14 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 26627 ODOT County 40 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 72ft. - (2) 92ft. - 72ft. PC BEAM SK 26°-35° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046F0496 X H Index 99.7801 Latitude 34:52:26.42 Longitude -94:31:39.62 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 128 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 184 NBI Text 26627 Vault Link http://plansrv1/bridgemaintvault/b26627 GIS FO/SD Meets Standards H Inv. Method 37 Latitude DD 34.87400556 Longitude DD -94.52767222 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26547 x -10522772.3374039 y 4146772.15772202
26626	4046 0474 X	26626	—	S.H. 128	CREEK	4046F0474 X	(3) 15 ft X 6 ft X 72 ft RCB SK 30°	2007	34.87425833	-94.53166111	55.699	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	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	780	2022	5	Unmatched
Raw data OBJECTID 26546 BRKEY 26626 NBI No. 26626 On Under 1 Structure No. 4046 0474 X Control No. 046 Lane Ind. Milepoint 04740 Facility Carried S.H. 128 Feature Intersected CREEK Division 02 County 079 Location 4.46 E JCT US-59 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00128 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 2007 ADT Total 780 ADT Year 2022 Design Load NO VALUE GIVEN 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 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 55.699 Deck Width 0 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1248 Future ADT Year 2042 Bypass Detour 14 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 26626 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) 15 ft X 6 ft X 72 ft RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046F0474 X H Index 99.67 Latitude 34:52:27.33 Longitude -94:31:53.98 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 128 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 183 NBI Text 26626 Vault Link http://plansrv1/bridgemaintvault/b26626 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.87425833 Longitude DD -94.53166111 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26546 x -10523216.3786075 y 4146806.4554805
26625	4046 0419 X	26625	—	S.H. 128	CREEK	4046F0419 X	(2) 13ft. X 6ft. X 40ft. RCB	2007	34.87328056	-94.54091389	29.2	42.001	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	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	780	2022	5	Unmatched
Raw data OBJECTID 26545 BRKEY 26625 NBI No. 26625 On Under 1 Structure No. 4046 0419 X Control No. 046 Lane Ind. Milepoint 04190 Facility Carried S.H. 128 Feature Intersected CREEK Division 02 County 079 Location 4.19 E JCT US-59 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00128 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 2007 ADT Total 780 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 29.2 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1248 Future ADT Year 2042 Bypass Detour 14 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 26625 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 (2) 13ft. X 6ft. X 40ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046F0419 X H Index 99.34 Latitude 34:52:23.81 Longitude -94:32:27.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 128 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 182 NBI Text 26625 Vault Link http://plansrv1/bridgemaintvault/b26625 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.87328056 Longitude DD -94.54091389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26545 x -10524246.3933655 y 4146673.784786
26624	4046 0335 X	26624	—	S.H. 128	CREEK	4046F0335 X	(2) 10ft. X 5ft. X 41ft. RCB SK 30°	2007	34.870575	-94.55525556	26.601	43.199	—	2	30	2	41.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	780	2022	5	Unmatched
Raw data OBJECTID 26544 BRKEY 26624 NBI No. 26624 On Under 1 Structure No. 4046 0335 X Control No. 046 Lane Ind. Milepoint 03350 Facility Carried S.H. 128 Feature Intersected CREEK Division 02 County 079 Location 3.35 E JCT US-59 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00128 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 41.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2007 ADT Total 780 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 2 Road Width 41.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 26.601 Deck Width 43.199 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1248 Future ADT Year 2042 Bypass Detour 14 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 26624 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 (2) 10ft. X 5ft. X 41ft. RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046F0335 X H Index 99.9799 Latitude 34:52:14.07 Longitude -94:33:18.92 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 128 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 181 NBI Text 26624 Vault Link http://plansrv1/bridgemaintvault/b26624 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.870575 Longitude DD -94.55525556 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26544 x -10525842.900767 y 4146306.68364393
26904	3712 0260 X	26904	—	S.H. 51	CIMARRON RIVER	3712 0260 X	12-30M TYPE IV PCB SPANS X 12M CLR.RDY. W/ TR3 TRAFFIC RAIL	2003	36.112525	-98.15901667	1181.759	41	—	12	0	2	39	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 26539 BRKEY 26904 NBI No. 26904 On Under 1 Structure No. 3712 0260 X Control No. 012 Lane Ind. Milepoint 02600 Facility Carried S.H. 51 Feature Intersected CIMARRON RIVER Division 04 County 073 Location 2.60E BLAINE C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00051 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 2003 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 12 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 36 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1181.759 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 36.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 26904 ODOT County 37 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 12-30M TYPE IV PCB SPANS X 12M CLR.RDY. W/ TR3 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3712 0260 X H Index 95.8934 Latitude 36:06:45.09 Longitude -98:09:32.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 26904 Vault Link http://plansrv1/bridgemaintvault/b26904 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.112525 Longitude DD -98.15901667 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26539 x -10927011.7524728 y 4316115.70538414
26903	3712 0240 X	26903	—	S.H. 51	CIMARRON RIVER O'FLOW	3712 0240 X	6-30M TYPE IV PCB SPANS, 12M CLR.RDY. W/ TR3 TRAFFIC RAILS	2003	36.11175556	-98.16455833	592.618	41.535	—	6	10	2	39.101	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	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	1300	2022	5	Unmatched
Raw data OBJECTID 26538 BRKEY 26903 NBI No. 26903 On Under 1 Structure No. 3712 0240 X Control No. 012 Lane Ind. Milepoint 02400 Facility Carried S.H. 51 Feature Intersected CIMARRON RIVER O'FLOW Division 04 County 073 Location 2.4MI E OF BLAINE C/L Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.101 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 6 Road Width 39.101 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 592.618 Deck Width 41.535 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 36.999999 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 26903 ODOT County 37 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-30M TYPE IV PCB SPANS, 12M CLR.RDY. W/ TR3 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3712 0240 X H Index 95.4196 Latitude 36:06:42.32 Longitude -98:09:52.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 26903 Vault Link http://plansrv1/bridgemaintvault/b26903 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 36.11175556 Longitude DD -98.16455833 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26538 x -10927628.6472422 y 4316009.68065644
26718	0220 0820 X	26718	—	S.H. 11	SALT FORK ARK. RIV TRIB.	0220F0820 X	3-65 FT TYPE III PCB SPANS	2005	36.81014722	-98.21419722	197.001	41.499	—	3	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26532 BRKEY 26718 NBI No. 26718 On Under 1 Structure No. 0220 0820 X Control No. 020 Lane Ind. Milepoint 08200 Facility Carried S.H. 11 Feature Intersected SALT FORK ARK. RIV TRIB. Division 06 County 003 Location 8.2E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.301 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 1500 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.001 Deck Width 41.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26718 ODOT County 02 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 3-65 FT TYPE III PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0820 X H Index 94.7378 Latitude 36:48:36.53 Longitude -98:12:51.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26718 Vault Link http://plansrv1/bridgemaintvault/b26718 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.81014722 Longitude DD -98.21419722 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26532 x -10933154.4232005 y 4412676.69326164
26717	0220 0799 X	26717	—	S.H. 11	SALT FORK ARK. RIV TRIB.	0220F0799 X	3-65 FT TYPE III PCB SPANS.	2005	36.80966389	-98.21798889	197.001	41.401	—	3	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26531 BRKEY 26717 NBI No. 26717 On Under 1 Structure No. 0220 0799 X Control No. 020 Lane Ind. Milepoint 07990 Facility Carried S.H. 11 Feature Intersected SALT FORK ARK. RIV TRIB. Division 06 County 003 Location 7.99E JCT. US64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.301 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 1500 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.001 Deck Width 41.401 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 36.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26717 ODOT County 02 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 3-65 FT TYPE III PCB SPANS. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0799 X H Index 97.8076 Latitude 36:48:34.79 Longitude -98:13:04.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26717 Vault Link http://plansrv1/bridgemaintvault/b26717 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 36.80966389 Longitude DD -98.21798889 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26531 x -10933576.5099742 y 4412609.49093657
26716	0220 0780 X	26716	—	S.H. 11	SALT FORK ARKANSAS RIVER	0220F0780 X	3-105FT TYPE IV PCB SPANS	2005	36.80922222	-98.22139722	317.001	41.401	—	3	0	2	39.301	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26530 BRKEY 26716 NBI No. 26716 On Under 1 Structure No. 0220 0780 X Control No. 020 Lane Ind. Milepoint 07800 Facility Carried S.H. 11 Feature Intersected SALT FORK ARKANSAS RIVER Division 06 County 003 Location 7.8E JCT. US 64/SH 8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.301 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 1500 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 38.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 317.001 Deck Width 41.401 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 81.4 HS Inv. Rating Method 1 HS Inv. Method 49.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26716 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. 1 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-105FT TYPE IV PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0780 X H Index 98.0544 Latitude 36:48:33.2 Longitude -98:13:17.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26716 Vault Link http://plansrv1/bridgemaintvault/b26716 GIS FO/SD Meets Standards H Inv. Method 30.8 Latitude DD 36.80922222 Longitude DD -98.22139722 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26530 x -10933955.9235343 y 4412548.08139936
26715	0220 0745 X	26715	—	S.H. 11	SALT FORK ARK. RIV TRIB.	0220F0745 X	4-105ft. PC BEAM SPANS	2006	36.80866944	-98.22761389	422.001	41.499	—	4	0	2	39.6	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 26529 BRKEY 26715 NBI No. 26715 On Under 1 Structure No. 0220 0745 X Control No. 020 Lane Ind. Milepoint 07450 Facility Carried S.H. 11 Feature Intersected SALT FORK ARK. RIV TRIB. Division 06 County 003 Location 7.45E JCT. US64/SH8 & 11 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.6 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 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 39.6 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 422.001 Deck Width 41.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 78.3 HS Inv. Rating Method 1 HS Inv. Method 47.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 34.175415 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 26715 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-105ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0220F0745 X H Index 99.5376 Latitude 36:48:31.21 Longitude -98:13:39.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 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 26715 Vault Link http://plansrv1/bridgemaintvault/b26715 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 36.80866944 Longitude DD -98.22761389 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26529 x -10934647.9600731 y 4412471.2236922
26623	4046 0212 X	26623	—	S.H. 128	OIL BRANCH OF POTEAU RVR	4046F0212 X	80ft. PC BEAM	2007	34.87248611	-94.57658056	82.001	41.699	—	1	0	2	39.501	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	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	980	2022	5	Unmatched
Raw data OBJECTID 26527 BRKEY 26623 NBI No. 26623 On Under 1 Structure No. 4046 0212 X Control No. 046 Lane Ind. Milepoint 02120 Facility Carried S.H. 128 Feature Intersected OIL BRANCH OF POTEAU RVR Division 02 County 079 Location 2.12 E JCT US-59 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00128 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.501 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2007 ADT Total 980 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 39.501 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.501 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 82.001 Deck Width 41.699 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 6 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 91 HS Inv. Rating Method 1 HS Inv. Method 54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1568 Future ADT Year 2042 Bypass Detour 14 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 26623 ODOT County 40 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 80ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046F0212 X H Index 99.9353 Latitude 34:52:20.95 Longitude -94:34:35.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 128 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 179 NBI Text 26623 Vault Link http://plansrv1/bridgemaintvault/b26623 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 34.87248611 Longitude DD -94.57658056 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26527 x -10528216.7889082 y 4146565.98939728
26606	7702 2348SX	26606	—	U.S. 183	INDIAN CREEK	7702 2348SX	3-90,100,80ft. PCBM SP	2002	36.358706	-99.297281	450.784	40.354	—	5	0	2	36.089	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1950	2022	5	Unmatched
Raw data OBJECTID 26474 BRKEY 26606 NBI No. 26606 On Under 1 Structure No. 7702 2348SX Control No. 002 Lane Ind. S Milepoint 23480 Facility Carried U.S. 183 Feature Intersected INDIAN CREEK Division 06 County 153 Location 4.3 MI SE JCT SH 34(S) Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.089 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2002 ADT Total 1950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 36.089 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.37 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 450.784 Deck Width 40.354 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 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87 HS Inv. Rating Method 1 HS Inv. Method 38.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 1 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 26606 ODOT County 77 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 3-90,100,80ft. PCBM SP Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7702 2348SX H Index 90.9511 Latitude 36:21:31.34 Longitude -99:17:50.21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 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 26606 Vault Link http://plansrv1/bridgemaintvault/b26606 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 36.358706 Longitude DD -99.297281 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26474 x -11053722.7580766 y 4350091.68363584
26791	7206 0635 X	26791	—	U.S. 64	CREEK	7206 0635 X	4 - 26ft. CONCRETE SLAB SPANS	2003	35.93382778	-95.88662222	105	81	—	4	0	4	65	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	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	13800	2022	5	Unmatched
Raw data OBJECTID 26463 BRKEY 26791 NBI No. 26791 On Under 1 Structure No. 7206 0635 X Control No. 006 Lane Ind. Milepoint 06350 Facility Carried U.S. 64 Feature Intersected CREEK Division 08 County 143 Location 6.3S OF TURNPIKE Sufficiency 83 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 65 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 2003 ADT Total 13800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 65 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 65 Span Type Main M Material 1 - Concrete Design 01 Length 105 Deck Width 81 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 135.5 HS Inv. Rating Method 1 HS Inv. Method 81.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22080 Future ADT Year 2042 Bypass Detour 26.700001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26791 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6 Rt. Curb SW 6 Description 4 - 26ft. CONCRETE SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7206 0635 X H Index 98.1608 Latitude 35:56:01.78 Longitude -95:53:11.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 26791 Vault Link http://plansrv1/bridgemaintvault/b26791 GIS FO/SD Meets Standards H Inv. Method 53 Latitude DD 35.93382778 Longitude DD -95.88662222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26463 x -10674049.9594174 y 4291519.99255089
26603	5730 0420 X	26603	—	S.H. 99	HOMINY CREEK	5730 0420 X	80ft.-80ft.-80ft. PC BEAM	2002	36.47341389	-96.3787	241.001	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 26453 BRKEY 26603 NBI No. 26603 On Under 1 Structure No. 5730 0420 X Control No. 030 Lane Ind. Milepoint 04200 Facility Carried S.H. 99 Feature Intersected HOMINY CREEK Division 08 County 113 Location 4.2MI.N.JCT.SH-20 Sufficiency 90 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2002 ADT Total 2400 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 42.001 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 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 71.5 HS Inv. Rating Method 3 HS Inv. Method 55.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3840 Future ADT Year 2042 Bypass Detour 52.800001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26603 ODOT County 57 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 80ft.-80ft.-80ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5730 0420 X H Index 99.2946 Latitude 36:28:24.29 Longitude -96:22:43.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26603 Vault Link http://plansrv1/bridgemaintvault/b26603 GIS FO/SD Meets Standards H Inv. Method 55 Latitude DD 36.47341389 Longitude DD -96.3787 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26453 x -10728827.8073177 y 4365959.45185818
26601	7002 0545SX	26601	—	U.S. 54 EB	N. FORK FRISCO CREEK	7002 0545SX	100ft. PC BEAM SPAN	2000	36.54503333	-101.70884167	100.886	40.912	—	1	31	2	38.6	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3050	2022	5	Unmatched
Raw data OBJECTID 26451 BRKEY 26601 NBI No. 26601 On Under 1 Structure No. 7002 0545SX Control No. 002 Lane Ind. S Milepoint 05450 Facility Carried U.S. 54 EB Feature Intersected N. FORK FRISCO CREEK Division 06 County 139 Location 5.4NE OF TEXAS S/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00054 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.6 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 3050 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 1 Road Width 38.6 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 39 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100.886 Deck Width 40.912 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 87.8 HS Inv. Rating Method 1 HS Inv. Method 35.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 26601 ODOT County 70 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 100ft. PC BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7002 0545SX H Index 96.4343 Latitude 36:32:42.12 Longitude -101:42:31.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 54 EB 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 26601 Vault Link http://plansrv1/bridgemaintvault/b26601 GIS FO/SD Meets Standards H Inv. Method 24.3 Latitude DD 36.54503333 Longitude DD -101.70884167 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26451 x -11322176.4638781 y 4375878.61905453
26600	7004 1100SX	26600	—	U.S. 54 EB	PONY CREEK	7004 1100SX	3-45ft. PC BEAM SPANS	2000	36.777264	-101.33075	137	40	—	3	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 26450 BRKEY 26600 NBI No. 26600 On Under 1 Structure No. 7004 1100SX Control No. 004 Lane Ind. S Milepoint 11000 Facility Carried U.S. 54 EB Feature Intersected PONY CREEK Division 06 County 139 Location 10.8NE OF SH-3 JCT. Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00054 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 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 3400 ADT Year 2022 Design Load HS 25 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 137 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 8 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 74.6 HS Inv. Rating Method 1 HS Inv. Method 44.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5440 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26600 ODOT County 70 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 3-45ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7004 1100SX H Index 96.1574 Latitude 36:46:38.15 Longitude -101:19:50.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 54 EB 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 26600 Vault Link http://plansrv1/bridgemaintvault/b26600 GIS FO/SD Meets Standards H Inv. Method 35.2 Latitude DD 36.777264 Longitude DD -101.33075 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26450 x -11280087.4917005 y 4408105.56897026
26874	6802 0646EX	26874	—	U.S. 59	LITTLE SALLISAW O'FLOW	6802F0651EX	(3) 30ft. CONCRETE SLAB	2007	35.42102778	-94.80556667	90	41	—	3	0	2	38	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2750	2022	5	Unmatched
Raw data OBJECTID 26421 BRKEY 26874 NBI No. 26874 On Under 1 Structure No. 6802 0646EX Control No. 002 Lane Ind. E Milepoint 06460 Facility Carried U.S. 59 Feature Intersected LITTLE SALLISAW O'FLOW Division 01 County 135 Location 6.51 N LE FLORE C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2007 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 01 Length 90 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 106.2 HS Inv. Rating Method 3 HS Inv. Method 81.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26874 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 30ft. CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6802F0651EX H Index 100 Latitude 35:25:15.7 Longitude -94:48:20.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02-0651E NBI Text 26874 Vault Link http://plansrv1/bridgemaintvault/b26874 GIS FO/SD Meets Standards H Inv. Method 81.8 Latitude DD 35.42102778 Longitude DD -94.80556667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26421 x -10553707.4060721 y 4221245.3609016
26873	6802 0646WX	26873	—	U.S. 59	LITTLE SALLISAW O'FLOW	6802F0651WX	(3) 30ft. CONCRETE SLAB	2006	35.421025	-94.80600833	90	41	—	3	0	2	38	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1950	2022	5	Unmatched
Raw data OBJECTID 26420 BRKEY 26873 NBI No. 26873 On Under 1 Structure No. 6802 0646WX Control No. 002 Lane Ind. W Milepoint 06460 Facility Carried U.S. 59 Feature Intersected LITTLE SALLISAW O'FLOW Division 01 County 135 Location 6.51 N LE FLORE C/L Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 01 Length 90 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 106.2 HS Inv. Rating Method 3 HS Inv. Method 81.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26873 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 30ft. CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6802F0651WX H Index 100 Latitude 35:25:15.69 Longitude -94:48:21.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02-0651W NBI Text 26873 Vault Link http://plansrv1/bridgemaintvault/b26873 GIS FO/SD Meets Standards H Inv. Method 81.8 Latitude DD 35.421025 Longitude DD -94.80600833 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26420 x -10553756.5714384 y 4221244.9811465
26942	6622 0112 X	26942	—	S.H. 88	INOLA CREEK TRIB.	6622 0112 X	2 - 15ft. X 5ft. X 166ft. RCB	2008	36.18365833	-95.52733889	32.999	0	—	2	20	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	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	3100	2022	5	Unmatched
Raw data OBJECTID 26405 BRKEY 26942 NBI No. 26942 On Under 1 Structure No. 6622 0112 X Control No. 022 Lane Ind. Milepoint 01120 Facility Carried S.H. 88 Feature Intersected INOLA CREEK TRIB. Division 08 County 131 Location 1.1 MI. N. JCT. US - 412 Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00088 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 20 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 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 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 4960 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 26942 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 - 15ft. X 5ft. X 166ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6622 0112 X H Index 98.0121 Latitude 36:11:01.17 Longitude -95:31:38.42 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 88 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26942 Vault Link http://plansrv1/bridgemaintvault/b26942 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.18365833 Longitude DD -95.52733889 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26405 x -10634054.7220713 y 4325921.99100619
26941	6622 0319 X	26941	—	S.H. 88	OTTER CREEK TRIB.	6622 0319 X	3-12ft. X 7ft. X 156ft. RCB	2008	36.21279722	-95.53475833	40	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	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	07 - Major Collector (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 26404 BRKEY 26941 NBI No. 26941 On Under 1 Structure No. 6622 0319 X Control No. 022 Lane Ind. Milepoint 03190 Facility Carried S.H. 88 Feature Intersected OTTER CREEK TRIB. Division 08 County 131 Location 3.1 MI. N. JCT. US 412 Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00088 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 3100 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 3 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 40 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 8 Structure Rating 8 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 4960 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 26941 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft. X 7ft. X 156ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6622 0319 X H Index 100 Latitude 36:12:46.07 Longitude -95:32:05.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 88 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26941 Vault Link http://plansrv1/bridgemaintvault/b26941 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.21279722 Longitude DD -95.53475833 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26404 x -10634880.650354 y 4329941.5852685
26940	6742R1365WX	26940	—	U.S. 377	SANDY CREEK	6742F1365WX	3-70ft. PC PEAM SPANS	1901	35.028333	-96.678333	0	0	—	3	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	@	97	Not applicable (N)	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	-1	2018	5	Unmatched
Raw data OBJECTID 26403 BRKEY 26940 NBI No. 26940 On Under 1 Structure No. 6742R1365WX Control No. 042 Lane Ind. W Milepoint 13650 Facility Carried U.S. 377 Feature Intersected SANDY CREEK Division 03 County 133 Location 6.5N of PONTOTOC C/L Sufficiency 97 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2018 Design Load Other or Unknown Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 0 Deck Width 0 Bridge Open Closed @ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating N Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -2 Future ADT Year 2038 Bypass Detour 0 School Bus Rte. - Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26940 ODOT County 67 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 _ Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PC PEAM SPANS Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 6742F1365WX H Index -1 Latitude 35:01:42 Longitude -96:40:42 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 377 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26940 Vault Link http://plansrv1/bridgemaintvault/b26940 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.028333 Longitude DD -96.678333 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26403 x -10762182.8003025 y 4167732.15250272
26939	6742 1365EX	26939	—	U.S. 377/SH 99	SANDY CREEK	6742F1365EX	3-70 ft. PC BM. SPANS X 44.0 ft. CLR. RDWY., TR-4 TRAFFIC RAIL & 30 DEG. SKEW RF	2019	35.028333	-96.678333	213.7	46.2	—	3	30	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5000	2022	5	Unmatched
Raw data OBJECTID 26402 BRKEY 26939 NBI No. 26939 On Under 1 Structure No. 6742 1365EX Control No. 042 Lane Ind. E Milepoint 13650 Facility Carried U.S. 377/SH 99 Feature Intersected SANDY CREEK Division 03 County 133 Location 6.5 MI. N PONTOTOC C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00377 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 2019 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 213.7 Deck Width 46.2 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 9 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.1 HS Inv. Rating Method 3 HS Inv. Method 55.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. - Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26939 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70 ft. PC BM. SPANS X 44.0 ft. CLR. RDWY., TR-4 TRAFFIC RAIL & 30 DEG. SKEW RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6742F1365EX H Index -1 Latitude 35:01:42 Longitude -96:40:42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 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 26939 Vault Link http://plansrv1/bridgemaintvault/b26939 GIS FO/SD Meets Standards H Inv. Method 55.7 Latitude DD 35.028333 Longitude DD -96.678333 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26402 x -10762182.8003025 y 4167732.15250272
26872	6802 0626EX	26872	—	U.S. 59	LITTLE SALLISAW CREEK	6802F0626EX	71ft. - 90ft. - 75ft. - 90ft. - 71ft. PC BEAM SK 30°	2007	35.41748611	-94.80551667	400	41	—	5	30	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2750	2022	5	Unmatched
Raw data OBJECTID 26401 BRKEY 26872 NBI No. 26872 On Under 1 Structure No. 6802 0626EX Control No. 002 Lane Ind. E Milepoint 06260 Facility Carried U.S. 59 Feature Intersected LITTLE SALLISAW CREEK Division 01 County 135 Location 6.26 N LE FLORE C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2007 ADT Total 2750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 5 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 400 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.6 HS Inv. Rating Method 3 HS Inv. Method 36.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26872 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 71ft. - 90ft. - 75ft. - 90ft. - 71ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6802F0626EX H Index 99.8565 Latitude 35:25:02.95 Longitude -94:48:19.86 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02-0626E NBI Text 26872 Vault Link http://plansrv1/bridgemaintvault/b26872 GIS FO/SD Meets Standards H Inv. Method 36.5 Latitude DD 35.41748611 Longitude DD -94.80551667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26401 x -10553701.8400976 y 4220761.57036362
26871	6802 0626WX	26871	—	U.S. 59	LITTLE SALLISAW CREEK	6802F0626WX	71ft. - 90ft. - 75ft. - 90ft. - 71ft. PC BEAM SK 30°	2006	35.41727778	-94.80595556	400	41	—	5	30	2	38	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	1950	2022	5	Unmatched
Raw data OBJECTID 26400 BRKEY 26871 NBI No. 26871 On Under 1 Structure No. 6802 0626WX Control No. 002 Lane Ind. W Milepoint 06260 Facility Carried U.S. 59 Feature Intersected LITTLE SALLISAW CREEK Division 01 County 135 Location 6.26 N LE FLORE C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 5 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 400 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 3 HS Operating Rating 49.6 HS Inv. Rating Method 3 HS Inv. Method 36.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26871 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 71ft. - 90ft. - 75ft. - 90ft. - 71ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6802F0626WX H Index 99.8113 Latitude 35:25:02.2 Longitude -94:48:21.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02-0626W NBI Text 26871 Vault Link http://plansrv1/bridgemaintvault/b26871 GIS FO/SD Meets Standards H Inv. Method 36.5 Latitude DD 35.41727778 Longitude DD -94.80595556 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26400 x -10553750.6971089 y 4220733.11324107