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
32169	5924 0182NX	32169	—	S.H. 99	ARKANSAS RIVER		3-130, 3-95, 3-130 TYPE J AND TYPE IV PC BEAM SPANS 44FT-0 CLR RDWY W/TR4 TRAFFIC RAILS CL BRIDGE	2023	36.328611	-96.454722	1066.666	48	—	9	0	1	46	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.4	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	06 - Minor Arterial (Rural)	B	4100	2022	5	Unmatched
Raw data OBJECTID 31515 BRKEY 32169 NBI No. 32169 On Under 1 Structure No. 5924 0182NX Control No. 024 Lane Ind. N Milepoint 01820 Facility Carried S.H. 99 Feature Intersected ARKANSAS RIVER Division 08 County 117 Location PAWNEE OSAGE C/L Sufficiency 84.4 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46 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 2023 ADT Total 4100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 9 Road Width 46 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 46 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1066.666 Deck Width 48 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 8 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 59.1 HS Inv. Rating Method 3 HS Inv. Method 38.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5800 Future ADT Year 2042 Bypass Detour 57.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32169 ODOT County 59 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 3-130, 3-95, 3-130 TYPE J AND TYPE IV PC BEAM SPANS 44FT-0 CLR RDWY W/TR4 TRAFFIC RAILS CL BRIDGE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:19:43 Longitude -96:27:17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32169 Vault Link http://plansrv1/bridgemaintvault/b32169 GIS FO/SD Meets Standards H Inv. Method 38.6 Latitude DD 36.328611 Longitude DD -96.454722 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31515 x -10737290.5376468 y 4345932.45824396
32080	6912F1511 X	32080	—	S.H. 29	CREEK		2-14ft. X 8ft. RCB	1901	34.6375	-97.69666667	91.864	-1	—	2	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31511 BRKEY 32080 NBI No. 32080 On Under 1 Structure No. 6912F1511 X Control No. 012 Lane Ind. Milepoint 15110 Facility Carried S.H. 29 Feature Intersected CREEK Division 07 County 137 Location 5.6 W JCT S.H. 76 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00029 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 91.864 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32080 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-14ft. X 8ft. RCB Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:38:15 Longitude -97:41:48 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 29 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32080 Vault Link http://plansrv1/bridgemaintvault/b32080 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.6375 Longitude DD -97.69666667 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31511 x -10875543.1859046 y 4114727.31211026
32079	6912F1441 X	32079	—	S.H. 29	BLACK BEAR CREEK		8-75ft. TYPE III PCB, 40ft. CL RDY W / TR4	1901	34.63777778	-97.70916667	1968.504	-1	—	8	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31510 BRKEY 32079 NBI No. 32079 On Under 1 Structure No. 6912F1441 X Control No. 012 Lane Ind. Milepoint 14410 Facility Carried S.H. 29 Feature Intersected BLACK BEAR CREEK Division 07 County 137 Location 6.4 W JCT S.H. 76 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00029 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 8 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1968.504 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32079 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 8-75ft. TYPE III PCB, 40ft. CL RDY W / TR4 Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:38:16 Longitude -97:42:33 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 29 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32079 Vault Link http://plansrv1/bridgemaintvault/b32079 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.63777778 Longitude DD -97.70916667 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31510 x -10876934.6795395 y 4114764.89562105
31986	4928 0507 X	31986	—	S.H. 82	SALINE CREEK		104ft.-104ft.-104ft. P.C. BEAM BRIDGE WITH INTEGRAL ABUTMENTS 0 SKEW, 40ft. CLR RDY AND CONCRETE RAIL (TR4)	2020	36.268611	-95.138889	312	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.2	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	3500	2022	5	Unmatched
Raw data OBJECTID 31507 BRKEY 31986 NBI No. 31986 On Under 1 Structure No. 4928 0507 X Control No. 028 Lane Ind. Milepoint 05070 Facility Carried S.H. 82 Feature Intersected SALINE CREEK Division 08 County 097 Location 5.7 N JCT S.H. 33 Sufficiency 95.2 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 3500 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 312 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 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 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.8 HS Inv. Rating Method 3 HS Inv. Method 47.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4900 Future ADT Year 2042 Bypass Detour 18.019764 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31986 ODOT County 49 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 104ft.-104ft.-104ft. P.C. BEAM BRIDGE WITH INTEGRAL ABUTMENTS 0 SKEW, 40ft. CLR RDY AND CONCRETE RAIL (TR4) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:16:07 Longitude -95:08:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31986 Vault Link http://plansrv1/bridgemaintvault/b31986 GIS FO/SD Meets Standards H Inv. Method 47.6 Latitude DD 36.268611 Longitude DD -95.138889 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31507 x -10590812.6781178 y 4337645.05688233
31890	7281R0695WX	31890	—	U.S. 169 SB	BIRD CREEK		3-140ft.STEEL I-BEAM W/ 30 DEGREE SKEW R.F., 141ft. CL. RDY AND 42ft.ft. F SHAPED PARAPET	2016	36.238581	-95.848272	423.33	146.88	—	3	30	-1	143.881	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	28950	2017	5	Unmatched
Raw data OBJECTID 31501 BRKEY 31890 NBI No. 31890 On Under 1 Structure No. 7281R0695WX Control No. 081 Lane Ind. W Milepoint 06950 Facility Carried U.S. 169 SB Feature Intersected BIRD CREEK Division 08 County 143 Location 6.97 N I-244 INTERCHANGE Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 64.409 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 2016 ADT Total 28950 ADT Year 2017 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 143.881 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes -1 Fill RCB Appr. Roadway Width 64.409 Span Type Main M Material 3 - Steel Design 02 Length 423.33 Deck Width 146.88 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 46320 Future ADT Year 2037 Bypass Detour 0.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31890 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 0 Rt. Curb SW 0 Description 3-140ft.STEEL I-BEAM W/ 30 DEGREE SKEW R.F., 141ft. CL. RDY AND 42ft.ft. F SHAPED PARAPET Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:14:18.89 Longitude -95:50:53.78 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 169 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31890 Vault Link http://plansrv1/bridgemaintvault/b31890 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.238581 Longitude DD -95.848272 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31501 x -10669780.8324552 y 4333499.60383812
31889	0108 0412 X	31889	—	U.S. 62	DENNISON HOLLOW CREEK		55-45-55 P.C.B	2019	35.963003	-94.728678	155	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	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)	C	1250	2022	5	Unmatched
Raw data OBJECTID 31500 BRKEY 31889 NBI No. 31889 On Under 1 Structure No. 0108 0412 X Control No. 008 Lane Ind. Milepoint 04120 Facility Carried U.S. 62 Feature Intersected DENNISON HOLLOW CREEK Division 01 County 001 Location 4.1 E OF CHEROKEE C/L Sufficiency 97.5 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2019 ADT Total 1250 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 155 Deck Width 42.2 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 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 53 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1770 Future ADT Year 2042 Bypass Detour 26.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31889 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 55-45-55 P.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:57:46.81 Longitude -94:43:43.24 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 31889 NBI Text 31889 Vault Link http://plansrv1/bridgemaintvault/b31889 GIS FO/SD Meets Standards H Inv. Method 52 Latitude DD 35.963003 Longitude DD -94.728678 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31500 x -10545148.19848 y 4295531.83531194
31886	0513 0142WX	31886	—	S.H. 6	SADLER CREEK		65ft.-70ft.-65ft. P/S CONC BEAM SPANS SK.45 DEG RF	2020	35.23957778	-99.39975833	656.168	41	—	3	45	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)	Very good (8)	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	2200	2022	5	Unmatched
Raw data OBJECTID 31497 BRKEY 31886 NBI No. 31886 On Under 1 Structure No. 0513 0142WX Control No. 013 Lane Ind. Milepoint 01420 Facility Carried S.H. 6 Feature Intersected SADLER CREEK Division 05 County 009 Location 1.7 N OF JCT S.H. 55 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 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 2020 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 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 656.168 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 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.1 HS Inv. Rating Method 3 HS Inv. Method 52.7 H Operating Rating 3 H Inv. Rating Method _ Future ADT 3100 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 Max Measured Clearance Min Measured Clearance NBI Rating 31886 ODOT County 05 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 65ft.-70ft.-65ft. P/S CONC BEAM SPANS SK.45 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:14:22.48 Longitude -99:23:59.13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31886 Vault Link http://plansrv1/bridgemaintvault/b31886 GIS FO/SD Meets Standards H Inv. Method 52.6 Latitude DD 35.23957778 Longitude DD -99.39975833 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31497 x -11065130.48227 y 4196486.65803749
32165	6914F0324X	32165	—	S.H. 53	WALKER CREEK		New Structure Unit	1901	34.362222	-98.082222	110	—	—	1	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	—	2022	_	Unmatched
Raw data OBJECTID 31493 BRKEY 32165 NBI No. 32165 On Under 1 Structure No. 6914F0324X Control No. 014 Lane Ind. E Milepoint 03240 Facility Carried S.H. 53 Feature Intersected WALKER CREEK Division 07 County 137 Location 3.3E of COTTON C/L Sufficiency Kind Hwy 3 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 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 1901 ADT Total ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 110 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating HS Inv. Rating Method _ HS Inv. Method H Operating Rating _ H Inv. Rating Method _ Future ADT Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 1 Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32165 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW Rt. Curb SW Description New Structure Unit Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:21:44 Longitude -98:04:56 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32165 Vault Link http://plansrv1/bridgemaintvault/b32165 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.362222 Longitude DD -98.082222 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31493 x -10918463.0089128 y 4077543.91297452
32164	5031F0224X	32164	—	S.H. 110	CREEK		New Structure Unit	1901	34.422222	-97.042222	25	—	—	2	15	—	—	1 - Concrete	Culvert (19)	M	_	_	98	Excellent (9)	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	220	2022	_	Unmatched
Raw data OBJECTID 31492 BRKEY 32164 NBI No. 32164 On Under 1 Structure No. 5031F0224X Control No. 031 Lane Ind. N Milepoint 02240 Facility Carried S.H. 110 Feature Intersected CREEK Division 07 County 099 Location 2.3NE of DOUGHERTY Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00110 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 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 1901 ADT Total 220 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating 9 Deck Geometry N Underclearance N Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating HS Inv. Rating Method _ HS Inv. Method H Operating Rating _ H Inv. Rating Method _ Future ADT 352 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 1 Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32164 ODOT County 50 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW Rt. Curb SW Description New Structure Unit Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:25:20 Longitude -97:02:32 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 110 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32164 Vault Link http://plansrv1/bridgemaintvault/b32164 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.422222 Longitude DD -97.042222 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31492 x -10802690.7384878 y 4085638.01073866
32077	0720 0001 X	32077	—	S.H. 78	RED RIVER		17 - 135ft. PC BEAM BRIDGE WITH 0 SKEW, 44ft.-0in. CL RDWY AND CONCRETE RAIL(TR4)	2020	33.755833	-96.197778	2297	46	—	17	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete precast panels (2)	Open, no restriction (A)	89.5	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 31490 BRKEY 32077 NBI No. 32077 On Under 1 Structure No. 0720 0001 X Control No. 020 Lane Ind. Milepoint 00010 Facility Carried S.H. 78 Feature Intersected RED RIVER Division 02 County 013 Location OK TEXAS STATE LINE Sufficiency 89.5 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 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 2020 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 17 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 2 No. Lanes 2 Fill RCB Appr. Roadway Width 46 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2297 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 72 HS Inv. Rating Method 3 HS Inv. Method 43.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3980 Future ADT Year 2042 Bypass Detour 34.175415 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32077 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 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 17 - 135ft. PC BEAM BRIDGE WITH 0 SKEW, 44ft.-0in. CL RDWY AND CONCRETE RAIL(TR4) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:45:21 Longitude -96:11:52 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 78 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 65 NBI Text 32077 Vault Link http://plansrv1/bridgemaintvault/b32077 GIS FO/SD Meets Standards H Inv. Method 43.7 Latitude DD 33.755833 Longitude DD -96.197778 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31490 x -10708687.6624044 y 3996063.29463751
31885	2220 1348 X	31885	—	S.H. 34	S. CANADIAN RIVER		16-135ft. PCB, CLR RDY. W TR-4 RAIL	2022	35.99444444	-99.29277778	2154.6	42	—	16	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 31478 BRKEY 31885 NBI No. 31885 On Under 1 Structure No. 2220 1348 X Control No. 020 Lane Ind. Milepoint 13480 Facility Carried S.H. 34 Feature Intersected S. CANADIAN RIVER Division 05 County 043 Location 13.5 N CUSTER C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00034 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2022 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 16 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2154.6 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 85 HS Inv. Rating Method 3 HS Inv. Method 57.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1760 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31885 ODOT County 22 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 16-135ft. PCB, CLR RDY. W TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:59:40 Longitude -99:17:34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 34 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 31885 Vault Link http://plansrv1/bridgemaintvault/b31885 GIS FO/SD Meets Standards H Inv. Method 57.5 Latitude DD 35.99444444 Longitude DD -99.29277778 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31478 x -11053221.4619193 y 4299856.96247973
31883	2014 1711 X	31883	—	S.H. 33	EAST BARNITZ CREEK O'FLO		3-55ft. PCB, 40ft. CLR.RDY., TR-4 Rail	2023	35.63833333	-99.07333333	541.339	42	—	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)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	890	2022	5	Unmatched
Raw data OBJECTID 31476 BRKEY 31883 NBI No. 31883 On Under 1 Structure No. 2014 1711 X Control No. 014 Lane Ind. Milepoint 17110 Facility Carried S.H. 33 Feature Intersected EAST BARNITZ CREEK O'FLO Division 05 County 039 Location 6.2E JCT S.H. 44 S. Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 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 2023 ADT Total 890 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 541.339 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65.5 HS Inv. Rating Method 3 HS Inv. Method 39.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1290 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31883 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-55ft. PCB, 40ft. CLR.RDY., TR-4 Rail Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:38:18 Longitude -99:04:24 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 31883 Vault Link http://plansrv1/bridgemaintvault/b31883 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 35.63833333 Longitude DD -99.07333333 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31476 x -11028793.0174879 y 4250970.03371078
31882	3704R0062 X	31882	—	U.S. 81	KINGFISHER CREEK		100ft.-130ft.-100ft. CONC. BEAMS	1901	35.87	-97.9325	1082.677	68	—	3	0	4	58	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92	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	7800	2018	5	Unmatched
Raw data OBJECTID 31475 BRKEY 31882 NBI No. 31882 On Under 1 Structure No. 3704R0062 X Control No. 004 Lane Ind. Milepoint 00620 Facility Carried U.S. 81 Feature Intersected KINGFISHER CREEK Division 04 County 073 Location .7 N S.H. 33 Sufficiency 92 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 58 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 7800 ADT Year 2018 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 58 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1082.677 Deck Width 68 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 0 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 74 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12480 Future ADT Year 2038 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31882 ODOT County 37 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 4 Rt. Curb SW 4 Description 100ft.-130ft.-100ft. CONC. BEAMS Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:52:12 Longitude -97:55:57 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31882 Vault Link http://plansrv1/bridgemaintvault/b31882 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 35.87 Longitude DD -97.9325 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31475 x -10901796.0321123 y 4282748.28480014
31881	6618 0585NX	31881	—	U.S. 412 WB	VERDIGRIS RIVER O'FLOW		NOTE: 60.25-75.00-60.25 FT TYPE III PC BEAM SPAN WITH 38 FT. CLEAR RDWY.	2021	36.164722	-95.627222	195.5	41	—	3	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.9	Fair (5)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	22000	2022	5	Unmatched
Raw data OBJECTID 31474 BRKEY 31881 NBI No. 31881 On Under 1 Structure No. 6618 0585NX Control No. 018 Lane Ind. N Milepoint 05850 Facility Carried U.S. 412 WB Feature Intersected VERDIGRIS RIVER O'FLOW Division 08 County 131 Location 7.0 MI E JCT I-44 Sufficiency 71.9 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 9 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 2021 ADT Total 22000 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 5 - Prestressed Concrete Design 02 Length 195.5 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 45 HS Inv. Rating Method 3 HS Inv. Method 23.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 30800 Future ADT Year 2042 Bypass Detour 37.42 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31881 ODOT County 66 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description NOTE: 60.25-75.00-60.25 FT TYPE III PC BEAM SPAN WITH 38 FT. CLEAR RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:53 Longitude -95:37:38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 412 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31881 Vault Link http://plansrv1/bridgemaintvault/b31881 GIS FO/SD Meets Standards H Inv. Method 23.4 Latitude DD 36.164722 Longitude DD -95.627222 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31474 x -10645173.6590153 y 4323310.60100392
32158	0203 0206EX	32158	—	U.S. 69	BUCK CREEK		61ft.-75ft.-61ft. TYPE III PCB SPANS SK 30 DEG RF X 38 CLR RDY W/F-SHP PARAPETS	2021	34.625833	-95.960278	198.4	41	—	3	30	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	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)	C	15919	2022	5	Unmatched
Raw data OBJECTID 31468 BRKEY 32158 NBI No. 32158 On Under 1 Structure No. 0203 0206EX Control No. 003 Lane Ind. E Milepoint 02064 Facility Carried U.S. 69 Feature Intersected BUCK CREEK Division 02 County 003 Location 20.64 N jct 7 Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00069 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 2021 ADT Total 15919 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 39 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 198.4 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. 0 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74.3 HS Inv. Rating Method 3 HS Inv. Method 52.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 22286 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 Max Measured Clearance Min Measured Clearance NBI Rating 32158 ODOT County 02 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 61ft.-75ft.-61ft. TYPE III PCB SPANS SK 30 DEG RF X 38 CLR RDY W/F-SHP PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:37:33 Longitude -95:57:37 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27 NBI Text 32158 Vault Link http://plansrv1/bridgemaintvault/b32158 GIS FO/SD Meets Standards H Inv. Method 52 Latitude DD 34.625833 Longitude DD -95.960278 ODOT County Number 2 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31468 x -10682249.283341 y 4113148.8858342
32157	4317F0529 X	32157	—	S.H. 153	I-35		2-128ft. CONT PLATE GIRDER, 40ft. CLR W/F-SHAPED PARAPET	1901	33.795	-97.135	839.895	-1	—	2	0	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	-1	2022	5	Unmatched
Raw data OBJECTID 31467 BRKEY 32157 NBI No. 32157 On Under 1 Structure No. 4317F0529 X Control No. Lane Ind. Milepoint Facility Carried S.H. 153 Feature Intersected I-35 Division 07 County 085 Location 5.3 N TEXAS S/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00153 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 839.895 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32157 ODOT County 43 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-128ft. CONT PLATE GIRDER, 40ft. CLR W/F-SHAPED PARAPET Route Flag Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:47:42 Longitude -97:08:06 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 153 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32157 Vault Link http://plansrv1/bridgemaintvault/b32157 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 33.795 Longitude DD -97.135 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31467 x -10813018.7382046 y 4001308.63823868
31975	1801T1090 X	31975	—	N4410	WILL ROGERS TP I-44 UNDE		140ft.-140ft. TYPE J PC BEAM SPAN X 40ft. CLR RDY W/42ft. F SHAPED CONCRETE PARAPET SKEW 35ft. RF	2023	36.625278	-95.143611	284.66	43	—	2	35	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	Y	2132	2022	5	Unmatched
Raw data OBJECTID 31460 BRKEY 31975 NBI No. 31975 On Under 1 Structure No. 1801T1090 X Control No. Lane Ind. Milepoint Facility Carried N4410 Feature Intersected WILL ROGERS TP I-44 UNDE Division 08 County 035 Location 1 S AND .5 E OF VINITA Sufficiency 97.5 Kind Hwy 4 Level Service 1 Route No. 1862C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 35 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2023 ADT Total 2132 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 38 Underclearance Left 38 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 284.66 Deck Width 43 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 56.2 HS Inv. Rating Method 1 HS Inv. Method 34.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3010 Future ADT Year 2042 Bypass Detour 8.1 School Bus Rte. Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31975 ODOT County 18 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 140ft.-140ft. TYPE J PC BEAM SPAN X 40ft. CLR RDY W/42ft. F SHAPED CONCRETE PARAPET SKEW 35ft. RF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:37:31 Longitude -95:08:37 I257A I257B I257C I257D I257E I263 Roadway Name N4410 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31975 Vault Link http://plansrv1/bridgemaintvault/b31975 GIS FO/SD Meets Standards H Inv. Method 24.8 Latitude DD 36.625278 Longitude DD -95.143611 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 31460 x -10591338.3287533 y 4387003.28869588
31974	5304 0468 X	31974	—	U.S. 60	KENTUCKY CREEK		3-100ft. TYPE IV PC BEAM SPANS 40ft. CLR RDY W CONCRETE TRAFFIC RAILS (TR-4)	2020	36.699272	-95.545242	300	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Very good (8)	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	2800	2022	5	Unmatched
Raw data OBJECTID 31459 BRKEY 31974 NBI No. 31974 On Under 1 Structure No. 5304 0468 X Control No. 004 Lane Ind. Milepoint 04680 Facility Carried U.S. 60 Feature Intersected KENTUCKY CREEK Division 08 County 105 Location 4.7 E JCT U.S. 169 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 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 2020 ADT Total 2800 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 300 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.8 HS Inv. Rating Method 3 HS Inv. Method 55.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3900 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31974 ODOT County 53 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 3-100ft. TYPE IV PC BEAM SPANS 40ft. CLR RDY W CONCRETE TRAFFIC RAILS (TR-4) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:41:57.38 Longitude -95:32:42.87 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 31974 Vault Link http://plansrv1/bridgemaintvault/b31974 GIS FO/SD Meets Standards H Inv. Method 55.2 Latitude DD 36.699272 Longitude DD -95.545242 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31459 x -10636047.6871601 y 4397271.6685489
31878	3618F0453 X	31878	—	S.H. 11	THOMPSON CREEK		3-16ft.X10ft.X60ft. RCB NO SKEW	1901	36.81111111	-97.38	157.48	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31453 BRKEY 31878 NBI No. 31878 On Under 1 Structure No. 3618F0453 X Control No. 018 Lane Ind. Milepoint 04530 Facility Carried S.H. 11 Feature Intersected THOMPSON CREEK Division 04 County 071 Location 4.5 E GRANT C/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN 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 Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 157.48 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31878 ODOT County 36 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-16ft.X10ft.X60ft. RCB NO SKEW Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:48:40 Longitude -97:22:48 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 11 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31878 Vault Link http://plansrv1/bridgemaintvault/b31878 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.81111111 Longitude DD -97.38 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31453 x -10840292.013449 y 4412810.714037
31877	3618F0012 X	31877	—	S.H. 11	DEER CREEK		3-10ft.X5ft.X71ft. RCB NO SKEW	1901	36.81055556	-97.46	98.425	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31452 BRKEY 31877 NBI No. 31877 On Under 1 Structure No. 3618F0012 X Control No. 018 Lane Ind. Milepoint 00120 Facility Carried S.H. 11 Feature Intersected DEER CREEK Division 04 County 071 Location .1 E GRANT C/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN 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 Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 98.425 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31877 ODOT County 36 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-10ft.X5ft.X71ft. RCB NO SKEW Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:48:38 Longitude -97:27:36 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 11 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31877 Vault Link http://plansrv1/bridgemaintvault/b31877 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.81055556 Longitude DD -97.46 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31452 x -10849197.5727124 y 4412733.46928884
30933	7402 0623 X	30933	—	U.S. 60	HOGSHOOTER CREEK		70ft.-90ft.-70ft. P.C. TYPE IV BEAM SPAN X 40ft. CLR RDWY	2021	36.728056	-95.821944	234.06	42.17	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.3	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 31443 BRKEY 30933 NBI No. 30933 On Under 1 Structure No. 7402 0623 X Control No. 002 Lane Ind. Milepoint 06230 Facility Carried U.S. 60 Feature Intersected HOGSHOOTER CREEK Division 08 County 147 Location 6.4 E U.S. 75 Sufficiency 81.3 Kind Hwy 2 Level Service 1 Route No. 00060 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 2021 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 234.06 Deck Width 42.17 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 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.2 HS Inv. Rating Method 3 HS Inv. Method 59.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7600 Future ADT Year 2042 Bypass Detour 61.37 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30933 ODOT County 74 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.-90ft.-70ft. P.C. TYPE IV BEAM SPAN X 40ft. CLR RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:43:41 Longitude -95:49:19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 30933 Vault Link http://plansrv1/bridgemaintvault/b30933 GIS FO/SD Meets Standards H Inv. Method 59.5 Latitude DD 36.728056 Longitude DD -95.821944 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31443 x -10666850.0129016 y 4401268.78431076
30931	3212 1015 X	30931	—	S.H. 9	UNNAMED CREEK	-1	2-14ft. X 10ft. - 18ft. X 126ft. R.C. BOX W/ DROP INLET	2017	35.231861	-96.262503	31.499	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31423 BRKEY 30931 NBI No. 30931 On Under 1 Structure No. 3212 1015 X Control No. 012 Lane Ind. Milepoint 10150 Facility Carried S.H. 9 Feature Intersected UNNAMED CREEK Division 03 County 063 Location 10.2 MI E OF SEMINOLE CL Sufficiency 99.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 31.499 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.352 HS Inv. Rating Method 3 HS Inv. Method 41.226 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 3.7 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30931 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-14ft. X 10ft. - 18ft. X 126ft. R.C. BOX W/ DROP INLET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:13:54.7 Longitude -96:15:45.01 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30931 Vault Link http://plansrv1/bridgemaintvault/b30931 GIS FO/SD Meets Standards H Inv. Method 23.149 Latitude DD 35.231861 Longitude DD -96.262503 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31423 x -10715892.816446 y 4195434.93987144
30930	3214 1347 X	30930	—	S.H. 9	FISH CREEK		50ft - 65ft - 50ft. TYPE III P.C. BM. SPANS, 40.0 ft CLR. RDWY. TR-4 TR. RAILS, SKEWED 30 LF	2019	35.268433	-96.024814	168.3	42.2	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1680	2022	5	Unmatched
Raw data OBJECTID 31422 BRKEY 30930 NBI No. 30930 On Under 1 Structure No. 3214 1347 X Control No. 014 Lane Ind. Milepoint 13470 Facility Carried S.H. 9 Feature Intersected FISH CREEK Division 03 County 063 Location 0.4 MI. E OF DUSTIN Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2019 ADT Total 1680 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 168.3 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.6 HS Inv. Rating Method 3 HS Inv. Method 46.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2280 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30930 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft - 65ft - 50ft. TYPE III P.C. BM. SPANS, 40.0 ft CLR. RDWY. TR-4 TR. RAILS, SKEWED 30 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:16:06.36 Longitude -96:01:29.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 30930 Vault Link http://plansrv1/bridgemaintvault/b30930 GIS FO/SD Meets Standards H Inv. Method 46.6 Latitude DD 35.268433 Longitude DD -96.024814 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31422 x -10689433.3979988 y 4200420.21635124
30927	5420 0162 X	30927	—	S.H. 84	N. CANADIAN RIVER		7-100 ft TYPE IV P.C. BM SPANS W/ 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL	2019	35.313314	-96.034483	702	42	—	7	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)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1220	2022	5	Unmatched
Raw data OBJECTID 31419 BRKEY 30927 NBI No. 30927 On Under 1 Structure No. 5420 0162 X Control No. 020 Lane Ind. Milepoint 01620 Facility Carried S.H. 84 Feature Intersected N. CANADIAN RIVER Division 03 County 107 Location 1.7 MI N HUGHES CO. Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00084 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 26 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 2019 ADT Total 1220 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 7 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 702 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.4 HS Inv. Rating Method 3 HS Inv. Method 40.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1720 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 Max Measured Clearance Min Measured Clearance NBI Rating 30927 ODOT County 54 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-100 ft TYPE IV P.C. BM SPANS W/ 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:18:47.93 Longitude -96:02:04.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 84 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 30927 Vault Link http://plansrv1/bridgemaintvault/b30927 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 35.313314 Longitude DD -96.034483 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31419 x -10690509.7461553 y 4206541.2026126
30926	1514 0704 X	30926	—	S.H. 43	MILL CREEK		3- 14 ft. x 12 ft. x 200 ft. R.C.B., 171 ft. CLR. RDWY. & SKEWED 30 RF, W/ 6 ft. CURTAIN WALLS	2021	34.535036	-96.094378	44	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	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	1210	2022	5	Unmatched
Raw data OBJECTID 31400 BRKEY 30926 NBI No. 30926 On Under 1 Structure No. 1514 0704 X Control No. 014 Lane Ind. Milepoint 07040 Facility Carried S.H. 43 Feature Intersected MILL CREEK Division 03 County 029 Location 7.0 MI. E. US 75 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2021 ADT Total 1210 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 15 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 44 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 365.7 HS Inv. Rating Method 3 HS Inv. Method 282.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1790 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30926 ODOT County 15 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- 14 ft. x 12 ft. x 200 ft. R.C.B., 171 ft. CLR. RDWY. & SKEWED 30 RF, W/ 6 ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:32:06.13 Longitude -96:05:39.76 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30926 Vault Link http://plansrv1/bridgemaintvault/b30926 GIS FO/SD Meets Standards H Inv. Method 282 Latitude DD 34.535036 Longitude DD -96.094378 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31400 x -10697177.2270563 y 4100872.5506407
30925	5801T3020 X	30925	—	WILL ROGERS TPI-44	FIVE MILE CREEK	-1	87ft.-128ft.-115ft. TYPE J P.C. BEAM SPANS	2011	36.98439722	-94.63301389	330	90	—	3	0	4	87.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.7	Satisfactory (6)	Very good (8)	Very good (8)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	Y	19000	2022	5	Unmatched
Raw data OBJECTID 31399 BRKEY 30925 NBI No. 30925 On Under 1 Structure No. 5801T3020 X Control No. 001 Lane Ind. Milepoint 30200 Facility Carried WILL ROGERS TPI-44 Feature Intersected FIVE MILE CREEK Division 08 County 115 Location 87.36 NE OF TP GATE Sufficiency 84.7 Kind Hwy 8 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 81.001 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2011 ADT Total 19000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 87.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 82.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 330 Deck Width 90 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30400 Future ADT Year 2042 Bypass Detour 47.8 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30925 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 87ft.-128ft.-115ft. TYPE J P.C. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:59:03.83 Longitude -94:37:58.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name WILL ROGERS TP (I-44) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 87.36 NBI Text 30925 Vault Link http://plansrv1/bridgemaintvault/b30925 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.98439722 Longitude DD -94.63301389 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31399 x -10534498.9184676 y 4436932.18402229
30924	3842 1026 X	30924	—	S.H. 19	UNNAMED CREEK	-1	105ft. P.C. BEAM SPAN 40ft. CLR. RDY. W/TR4 RAIL	2017	34.913578	-98.703603	105	42.001	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	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	07 - Major Collector (Rural)	B	200	2022	5	Unmatched
Raw data OBJECTID 31398 BRKEY 30924 NBI No. 30924 On Under 1 Structure No. 3842 1026 X Control No. 042 Lane Ind. Milepoint 10260 Facility Carried S.H. 19 Feature Intersected UNNAMED CREEK Division 05 County 075 Location 0.3 E. OF JCT. S.H. 115 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00019 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 2017 ADT Total 200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 105 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 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 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 320 Future ADT Year 2042 Bypass Detour 24 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 30924 ODOT County 38 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 105ft. P.C. BEAM SPAN 40ft. CLR. RDY. W/TR4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:54:48.88 Longitude -98:42:12.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 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 30924 Vault Link http://plansrv1/bridgemaintvault/b30924 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 34.913578 Longitude DD -98.703603 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31398 x -10987634.8254214 y 4152142.93262529
30830	0836 0221 X	30830	—	S.H. 58	CREEK		2-10ft.X10ft. RCB SK. 53 DEG	2018	35.133333	-98.600556	134	0	—	2	53	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 31394 BRKEY 30830 NBI No. 30830 On Under 1 Structure No. 0836 0221 X Control No. 036 Lane Ind. Milepoint 02210 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 015 Location 2.1N JCT S.H. 9 Sufficiency 95.6 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 53 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 134 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 152 HS Inv. Rating Method 3 HS Inv. Method 117.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2800 Future ADT Year 2042 Bypass Detour 29.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30830 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X10ft. RCB SK. 53 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:08:00 Longitude -98:36:02 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 89 NBI Text 30830 Vault Link http://plansrv1/bridgemaintvault/b30830 GIS FO/SD Meets Standards H Inv. Method 72.5 Latitude DD 35.133333 Longitude DD -98.600556 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31394 x -10976163.6858537 y 4182015.36099366
30829	0836 0211 X	30829	—	S.H. 58	CEDAR CREEK		60ft.-75ft.-60ft. TYPE III P.C. BEAM SPANS	2018	35.13194444	-98.60055556	196	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31393 BRKEY 30829 NBI No. 30829 On Under 1 Structure No. 0836 0211 X Control No. 036 Lane Ind. Milepoint 02110 Facility Carried S.H. 58 Feature Intersected CEDAR CREEK Division 07 County 015 Location 2N JCT S.H. 9 Sufficiency 95.6 Kind Hwy 3 Level Service 1 Route No. 00058 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 2018 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99 Underclearance Left 99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 196 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 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 47 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2000 Future ADT Year 2042 Bypass Detour 29.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30829 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. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-75ft.-60ft. TYPE III P.C. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:07:55 Longitude -98:36:02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 88 NBI Text 30829 Vault Link http://plansrv1/bridgemaintvault/b30829 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.13194444 Longitude DD -98.60055556 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31393 x -10976163.6368731 y 4181826.3543562
30828	2004 1282 X	30828	—	WASHINGTON ST.	I-40 UNDER	-1	45ft.-93ft.-93ft.-39ft. WEATHERING STEEL I-BEAM SPANS	2015	35.52305556	-98.69333333	270	63.999	—	4	0	4	52.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.3	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	17 - Collector (Urban)	A	2450	2022	5	Unmatched
Raw data OBJECTID 31392 BRKEY 30828 NBI No. 30828 On Under 1 Structure No. 2004 1282 X Control No. Lane Ind. Milepoint Facility Carried WASHINGTON ST. Feature Intersected I-40 UNDER Division 05 County 039 Location 2E OF S.H. 54 JCT Sufficiency 86.3 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2015 ADT Total 2450 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 52.001 Ref. Underclearance Rt. H Underclearance Right 87.999 Underclearance Left 87.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 270 Deck Width 63.999 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3290 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1906 Min Measured Clearance 1703 NBI Rating 30828 ODOT County 20 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 5 Rt. Curb SW 5 Description 45ft.-93ft.-93ft.-39ft. WEATHERING STEEL I-BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:31:23 Longitude -98:41:36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name WASHINGTON STREET 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 30828 Vault Link http://plansrv1/bridgemaintvault/b30828 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.52305556 Longitude DD -98.69333333 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 31392 x -10986491.6109864 y 4235191.45679804
31021	6134 0700 X	31021	—	U.S. 270	IND. NATION TP UNDER	-1	(4) 48ft.-90ft.-90ft.-62ft. STEEL I-GIRDER WITH 25ft. SKEW RF	2016	34.94861111	-95.84444444	290	87.001	—	4	26	4	83.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.2	Satisfactory (6)	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)	C	6000	2022	5	Unmatched
Raw data OBJECTID 31381 BRKEY 31021 NBI No. 31021 On Under 1 Structure No. 6134 0700 X Control No. Lane Ind. Milepoint Facility Carried U.S. 270 Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 14.6 e of Hughs co line Sufficiency 84.2 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.749 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 2016 ADT Total 6000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 26 No. Main Spans 4 Road Width 83.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.75 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 3 - Steel Design 02 Length 290 Deck Width 87.001 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 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.6 HS Inv. Rating Method 3 HS Inv. Method 30.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8920 Future ADT Year 2042 Bypass Detour 24 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 1801 Min Measured Clearance 1704 NBI Rating 31021 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (4) 48ft.-90ft.-90ft.-62ft. STEEL I-GIRDER WITH 25ft. SKEW RF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:56:55 Longitude -95:50:40 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 34.74 NBI Text 31021 Vault Link http://plansrv1/bridgemaintvault/b31021 GIS FO/SD Meets Standards H Inv. Method 30.4 Latitude DD 34.94861111 Longitude DD -95.84444444 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31381 x -10669354.750425 y 4156899.7902306
30920	2208 1735 X	30920	—	U.S. 183	CREEK		3-14ft.X7ft.X90ft. RCB SK 15 DEG	2019	36.059058	-98.97305	56	85	—	4	15	2	85	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Excellent (9)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Excellent (9)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2016	2022	5	Unmatched
Raw data OBJECTID 31376 BRKEY 30920 NBI No. 30920 On Under 1 Structure No. 2208 1735 X Control No. 008 Lane Ind. Milepoint 17350 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 043 Location 17.4 N OF CUSTER C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 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 2016 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 4 Road Width 85 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 2 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 56 Deck Width 85 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 9 Structure Rating 9 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 110.5 HS Inv. Rating Method 3 HS Inv. Method 85.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2865 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30920 ODOT County 22 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 3-14ft.X7ft.X90ft. RCB SK 15 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:03:32.61 Longitude -98:58:22.98 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30920 Vault Link http://plansrv1/bridgemaintvault/b30920 GIS FO/SD Meets Standards H Inv. Method 85.1 Latitude DD 36.059058 Longitude DD -98.97305 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31376 x -11017629.5282572 y 4308750.70757014
30919	2208 1675 X	30919	—	U.S. 183	CANADIAN RIVER		15-100ft. PCB, 40ft. CLR. W/TR-4	2018	36.05212222	-98.966725	1500	42	—	15	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Satisfactory (6)	Good (7)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1980	2022	5	Unmatched
Raw data OBJECTID 31375 BRKEY 30919 NBI No. 30919 On Under 1 Structure No. 2208 1675 X Control No. 008 Lane Ind. Milepoint 16750 Facility Carried U.S. 183 Feature Intersected CANADIAN RIVER Division 05 County 043 Location 16.8 N OF CUSTER C/L Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00183 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 2018 ADT Total 1980 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 15 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 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1500 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2810 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30919 ODOT County 22 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 15-100ft. PCB, 40ft. CLR. W/TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:03:07.3 Longitude -98:58:00.4 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 NBI Text 30919 Vault Link http://plansrv1/bridgemaintvault/b30919 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 36.05212222 Longitude DD -98.966725 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31375 x -11016925.4324779 y 4307795.68127651
30915	2136 0315 X	30915	—	S.H. 85	DUCK CREEK		6 - 100 FT. TYPE IV PC SPANS 40 FT CLR. RDY. WITH TR-4	2020	36.556528	-94.987136	601.67	42.166	—	6	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)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2274	2022	5	Unmatched
Raw data OBJECTID 31371 BRKEY 30915 NBI No. 30915 On Under 1 Structure No. 2136 0315 X Control No. 036 Lane Ind. Milepoint 03150 Facility Carried S.H. 85 Feature Intersected DUCK CREEK Division 08 County 041 Location 3.2 NE OF CRAIG C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00085 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 2274 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 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 601.67 Deck Width 42.166 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 79 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3248 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 Max Measured Clearance Min Measured Clearance NBI Rating 30915 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 6 - 100 FT. TYPE IV PC SPANS 40 FT CLR. RDY. WITH TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:33:23.5 Longitude -94:59:13.69 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 85 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 30915 Vault Link http://plansrv1/bridgemaintvault/b30915 GIS FO/SD Meets Standards H Inv. Method 40 Latitude DD 36.556528 Longitude DD -94.987136 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31371 x -10573919.6114314 y 4377471.46612337
30726	0818 1705 X	30726	—	S.H. 9	BELLAMY CREEK		3-12ft.X12ft. CLR HT RCB X 90 CLR RDY SKEW 25.18 DEG RF	2024	35.039931	-98.371631	40	0	—	3	25	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 31362 BRKEY 30726 NBI No. 30726 On Under 1 Structure No. 0818 1705 X Control No. 018 Lane Ind. Milepoint 17050 Facility Carried S.H. 9 Feature Intersected BELLAMY CREEK Division 07 County 015 Location 2.4 W OF JCT U.S. 62 Sufficiency 92.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 47 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 2024 ADT Total 2600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 47 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. 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 N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 123.2 HS Inv. Rating Method 3 HS Inv. Method 95.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4160 Future ADT Year 2042 Bypass Detour 37.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30726 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X12ft. CLR HT RCB X 90 CLR RDY SKEW 25.18 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:02:23.75 Longitude -98:22:17.87 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 64 NBI Text 30726 Vault Link http://plansrv1/bridgemaintvault/b30726 GIS FO/SD Meets Standards H Inv. Method 95 Latitude DD 35.039931 Longitude DD -98.371631 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31362 x -10950679.8714238 y 4169308.93237448
30725	0818 1532 X	30725	—	S.H. 9	TWO HATCHET CREEK		3-16ft.X15ft. CLR HT RCB X 98ft. CLR RDY SK 60 RF	2024	35.049419	-98.395644	52	0	—	3	60	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.2	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 31361 BRKEY 30725 NBI No. 30725 On Under 1 Structure No. 0818 1532 X Control No. 018 Lane Ind. Milepoint 15320 Facility Carried S.H. 9 Feature Intersected TWO HATCHET CREEK Division 07 County 015 Location 4.1 W OF JCT U.S. 62 Sufficiency 94.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 47 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 2024 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 47 Span Type Main M Material 1 - Concrete Design 19 Length 52 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 99.5 HS Inv. Rating Method 3 HS Inv. Method 76.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 37.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30725 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16ft.X15ft. CLR HT RCB X 98ft. CLR RDY SK 60 RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:02:57.91 Longitude -98:23:44.32 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 63 NBI Text 30725 Vault Link http://plansrv1/bridgemaintvault/b30725 GIS FO/SD Meets Standards H Inv. Method 76.7 Latitude DD 35.049419 Longitude DD -98.395644 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31361 x -10953352.9863562 y 4170599.01841875
30724	2630 0504 X	30724	—	S.H. 39	UNNAMED CREEK	-1	50ft.-75ft.-50ft. P.C. BM 40ft. CL RDY W/TR-4 RAIL	2017	35.04421111	-97.73303889	175	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.5	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31360 BRKEY 30724 NBI No. 30724 On Under 1 Structure No. 2630 0504 X Control No. 030 Lane Ind. Milepoint 05040 Facility Carried S.H. 39 Feature Intersected UNNAMED CREEK Division 07 County 051 Location 5 E OF U.S. 62 Sufficiency 95.5 Kind Hwy 3 Level Service 1 Route No. 00039 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 2017 ADT Total 1800 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 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 175 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 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 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 18.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30724 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-75ft.-50ft. P.C. BM 40ft. CL RDY W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:02:39.16 Longitude -97:43:58.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 39 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 81-26 NBI Text 30724 Vault Link http://plansrv1/bridgemaintvault/b30724 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 35.04421111 Longitude DD -97.73303889 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31360 x -10879592.122914 y 4169890.88159173
30723	2630 0443 X	30723	—	S.H. 39	WEST WINTER CREEK	-1	20ft.X12ft. CLR HT RCB X 106 CL RDY	2017	35.0442	-97.74391944	20	0	—	1	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.6	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31359 BRKEY 30723 NBI No. 30723 On Under 1 Structure No. 2630 0443 X Control No. 030 Lane Ind. Milepoint 04430 Facility Carried S.H. 39 Feature Intersected WEST WINTER CREEK Division 07 County 051 Location 4.4 E OF U.S. 62 Sufficiency 97.6 Kind Hwy 3 Level Service 1 Route No. 00039 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 2017 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 9 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 96 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 18.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30723 ODOT County 26 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 20ft.X12ft. CLR HT RCB X 106 CL RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:02:39.12 Longitude -97:44:38.11 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 39 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 80-26 NBI Text 30723 Vault Link http://plansrv1/bridgemaintvault/b30723 GIS FO/SD Meets Standards H Inv. Method 96 Latitude DD 35.0442 Longitude DD -97.74391944 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31359 x -10880803.3401995 y 4169889.37097057
30722	3214 0312 X	30722	—	S.H. 9	WEWOKA CREEK	-1	3-140ft. TYPE J P.C. BM SPANS W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL	2017	35.233056	-96.187778	421	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	Satisfactory (6)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	830	2022	5	Unmatched
Raw data OBJECTID 31340 BRKEY 30722 NBI No. 30722 On Under 1 Structure No. 3214 0312 X Control No. 014 Lane Ind. Milepoint 03120 Facility Carried S.H. 9 Feature Intersected WEWOKA CREEK Division 03 County 063 Location 3.2 MI. E. JCT. U.S. 75 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 00009 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 2017 ADT Total 830 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 421 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71 HS Inv. Rating Method 3 HS Inv. Method 30 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1328 Future ADT Year 2042 Bypass Detour 21.099999 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 30722 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-140ft. TYPE J P.C. BM SPANS W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8265 Latitude 35:13:59 Longitude -96:11:16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 30722 Vault Link http://plansrv1/bridgemaintvault/b30722 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.233056 Longitude DD -96.187778 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31340 x -10707574.4674964 y 4195597.79959866
30721	5507F0751 XR	30721	—	I-235 SB RAMP	I-44 UNDER		135ft.-10ft.ft. AND 130ft.-6ft.ft. PLATE GIRDER	1901	35.52955833	-97.51401111	872.703	-1	—	2	0	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	4900	2022	5	Unmatched
Raw data OBJECTID 31339 BRKEY 30721 NBI No. 30721 On Under 1 Structure No. 5507F0751 XR Control No. 007 Lane Ind. Milepoint 07510 Facility Carried I-235 SB RAMP Feature Intersected I-44 UNDER Division 04 County 109 Location 5.1 N I-40 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1901 ADT Total 4900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 872.703 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 3 HS Operating Rating 58.5 HS Inv. Rating Method 3 HS Inv. Method 45.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8700 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30721 ODOT County 55 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 135ft.-10ft.ft. AND 130ft.-6ft.ft. PLATE GIRDER Route Flag P Status Flag F On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:31:46.41 Longitude -97:30:50.44 I257A I257B I257C I257D I257E I263 Roadway Name I-235 SB RAMP Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30721 Vault Link http://plansrv1/bridgemaintvault/b30721 GIS FO/SD Meets Standards H Inv. Method 45 Latitude DD 35.52955833 Longitude DD -97.51401111 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31339 x -10855210.0619748 y 4236080.91567509
30720	5507 0753 X	30720	—	I-235 NB	I-44 UNDER		135ft.-8in. AND 130ft.-5in. PLATE GIRDER SPANS W/ F-SHAPE RAIL	2021	35.529558	-97.514011	266.16	78	—	2	0	4	75	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	75510	2022	5	Unmatched
Raw data OBJECTID 31338 BRKEY 30720 NBI No. 30720 On Under 1 Structure No. 5507 0753 X Control No. 007 Lane Ind. Milepoint 07530 Facility Carried I-235 NB Feature Intersected I-44 UNDER Division 04 County 109 Location 5.1 N I-40 Sufficiency 95 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 75 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 2021 ADT Total 75510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 75 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 75 Span Type Main M Material 3 - Steel Design 02 Length 266.16 Deck Width 78 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 44.8 HS Inv. Rating Method 3 HS Inv. Method 34.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 122500 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 _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30720 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 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 135ft.-8in. AND 130ft.-5in. PLATE GIRDER SPANS W/ F-SHAPE RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:46.41 Longitude -97:30:50.44 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 Roadway Name I-235 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID BRIDGE F-3 NBI Text 30720 Vault Link http://plansrv1/bridgemaintvault/b30720 GIS FO/SD Meets Standards H Inv. Method 34.4 Latitude DD 35.529558 Longitude DD -97.514011 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31338 x -10855210.0497297 y 4236080.87053536
30719	5507F0752 X	30719	—	I-235 SB	I-44 UNDER		135ft.-7ft.ft. AND 130ft.-5ft.ft. PLATE GIRDER	1901	35.52955833	-97.51401111	879.265	-1	—	2	0	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	75510	2022	5	Unmatched
Raw data OBJECTID 31337 BRKEY 30719 NBI No. 30719 On Under 1 Structure No. 5507F0752 X Control No. 007 Lane Ind. Milepoint 07520 Facility Carried I-235 SB Feature Intersected I-44 UNDER Division 04 County 109 Location 5.1 N I-40 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 23500 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1901 ADT Total 75510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 879.265 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 3 HS Operating Rating 53.3 HS Inv. Rating Method 3 HS Inv. Method 41.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 122500 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30719 ODOT County 55 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 135ft.-7ft.ft. AND 130ft.-5ft.ft. PLATE GIRDER Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:46.41 Longitude -97:30:50.44 I257A I257B I257C I257D I257E I263 Roadway Name I-235 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30719 Vault Link http://plansrv1/bridgemaintvault/b30719 GIS FO/SD Meets Standards H Inv. Method 41 Latitude DD 35.52955833 Longitude DD -97.51401111 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31337 x -10855210.0619748 y 4236080.91567509
30718	5542 0501EX	30718	—	I-235 NB	DEEP FORK CREEK		72ft.-6in., 71ft.-5in., 71ft.-11in. TYPE III P.C. BEAM	2021	35.52745	-97.514389	215.82	66	—	3	0	3	63	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	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	11 - Principal Arterial Interstate (Rural)	A	75510	2022	5	Unmatched
Raw data OBJECTID 31336 BRKEY 30718 NBI No. 30718 On Under 1 Structure No. 5542 0501EX Control No. 042 Lane Ind. E Milepoint 05010 Facility Carried I-235 NB Feature Intersected DEEP FORK CREEK Division 04 County 109 Location 5 N I-40 Sufficiency 98 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 63 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 2021 ADT Total 75510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 63 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 63 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 215.82 Deck Width 66 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 7 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 81.1 HS Inv. Rating Method 3 HS Inv. Method 54.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 122500 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30718 ODOT County 55 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.-6in., 71ft.-5in., 71ft.-11in. TYPE III P.C. BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:38.82 Longitude -97:30:51.8 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-235 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID BRIDGE D-3 NBI Text 30718 Vault Link http://plansrv1/bridgemaintvault/b30718 GIS FO/SD Meets Standards H Inv. Method 54.3 Latitude DD 35.52745 Longitude DD -97.514389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31336 x -10855252.1284972 y 4235792.5271605
30717	5542F0501WX	30717	—	I-235 SB	DEEP FORK CREEK		72ft. - 71ft., AND 71ft.-7ft.ft. TYPE III P.C. BEAM	1901	35.52745	-97.51438889	702.1	-1	—	3	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	75510	2022	5	Unmatched
Raw data OBJECTID 31335 BRKEY 30717 NBI No. 30717 On Under 1 Structure No. 5542F0501WX Control No. 042 Lane Ind. W Milepoint 05010 Facility Carried I-235 SB Feature Intersected DEEP FORK CREEK Division 04 County 109 Location 5 N I-40 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1901 ADT Total 75510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 702.1 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 3 HS Operating Rating 73.2 HS Inv. Rating Method 3 HS Inv. Method 46.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 122500 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30717 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 72ft. - 71ft., AND 71ft.-7ft.ft. TYPE III P.C. BEAM Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:38.82 Longitude -97:30:51.8 I257A I257B I257C I257D I257E I263 Roadway Name I-235 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30717 Vault Link http://plansrv1/bridgemaintvault/b30717 GIS FO/SD Meets Standards H Inv. Method 46.8 Latitude DD 35.52745 Longitude DD -97.51438889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31335 x -10855252.116252 y 4235792.5271605
31005	0106 0480 X	31005	—	U.S. 59	TRIB OF BALLARD CREEK		DOUBLE 10ft.X14ft.X155ft. LONG RCB CULVERT BRIDGE WITH 0 DEG. SKEW	2017	36.056944	-94.581111	20	0	—	2	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6900	2022	5	Unmatched
Raw data OBJECTID 31329 BRKEY 31005 NBI No. 31005 On Under 1 Structure No. 0106 0480 X Control No. 006 Lane Ind. Milepoint 04800 Facility Carried U.S. 59 Feature Intersected TRIB OF BALLARD CREEK Division 01 County 001 Location 4.84 N OF WESTVILLE Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 91 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 2017 ADT Total 6900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 91 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 84.8 HS Inv. Rating Method 3 HS Inv. Method 65.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10000 Future ADT Year 2042 Bypass Detour 33 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31005 ODOT County 01 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 DOUBLE 10ft.X14ft.X155ft. LONG RCB CULVERT BRIDGE WITH 0 DEG. SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:03:25 Longitude -94:34:52 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 31005 NBI Text 31005 Vault Link http://plansrv1/bridgemaintvault/b31005 GIS FO/SD Meets Standards H Inv. Method 46.4 Latitude DD 36.056944 Longitude DD -94.581111 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31329 x -10528721.1151821 y 4308459.61018332
30907	1016 1384 X	30907	—	S.H. 53	CREEK		2-10ft. X 5ft. RCB	2020	34.332689	-97.264553	20	86	—	2	0	2	84	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31327 BRKEY 30907 NBI No. 30907 On Under 1 Structure No. 1016 1384 X Control No. 016 Lane Ind. Milepoint 13840 Facility Carried S.H. 53 Feature Intersected CREEK Division 07 County 019 Location 13.8 E S.H. 76 Sufficiency 95.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 84 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 86 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 100 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30907 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 5ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:57.68 Longitude -97:15:52.39 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 46 NBI Text 30907 Vault Link http://plansrv1/bridgemaintvault/b30907 GIS FO/SD Meets Standards H Inv. Method 77.9 Latitude DD 34.332689 Longitude DD -97.264553 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31327 x -10827440.5121954 y 4073561.9918445
30906	1112 0533 X	30906	—	S.H. 51	FOURTEEN MILE CREEK		90ft.-135ft.-135ft.-90ft. P.C. BEAM	2020	35.937039	-95.177628	450	42.2	—	4	45	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.7	Fair (5)	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	3300	2022	5	Unmatched
Raw data OBJECTID 31326 BRKEY 30906 NBI No. 30906 On Under 1 Structure No. 1112 0533 X Control No. 012 Lane Ind. Milepoint 05330 Facility Carried S.H. 51 Feature Intersected FOURTEEN MILE CREEK Division 01 County 021 Location 5 E OF WAGONER C/L Sufficiency 68.7 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 3300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 450 Deck Width 42.2 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 88 HS Inv. Rating Method 3 HS Inv. Method 23 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5120 Future ADT Year 2042 Bypass Detour 39.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30906 ODOT County 11 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 90ft.-135ft.-135ft.-90ft. P.C. BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:56:13.34 Longitude -95:10:39.46 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 NBI Text 30906 Vault Link http://plansrv1/bridgemaintvault/b30906 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.937039 Longitude DD -95.177628 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31326 x -10595125.0838716 y 4291961.49027903
30905	7702 1003 X	30905	—	U.S. 183	UNNAMED CREEK		2-12ft.X5ft.X190ft. RCB	2018	36.233889	-99.116944	26	191	—	2	0	4	189	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4300	2022	5	Unmatched
Raw data OBJECTID 31325 BRKEY 30905 NBI No. 30905 On Under 1 Structure No. 7702 1003 X Control No. 002 Lane Ind. Milepoint 10030 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 8.6 SE JCT S.H. 50 Sufficiency 87 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 189 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 26 Deck Width 191 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.1 HS Inv. Rating Method 3 HS Inv. Method 48.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 39.8 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30905 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X5ft.X190ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:14:02 Longitude -99:07:01 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30905 Vault Link http://plansrv1/bridgemaintvault/b30905 GIS FO/SD Meets Standards H Inv. Method 26.5 Latitude DD 36.233889 Longitude DD -99.116944 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31325 x -11033647.7350654 y 4332852.04655753
30904	7702 1176 X	30904	—	U.S. 183	UNNAMED CREEK		3-20ft.X6ft.X372ft. RCB 59 SKEW	2018	36.246936	-99.143469	129	372	—	3	60	4	370	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	86.4	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4600	2022	5	Unmatched
Raw data OBJECTID 31324 BRKEY 30904 NBI No. 30904 On Under 1 Structure No. 7702 1176 X Control No. 002 Lane Ind. Milepoint 11760 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 7 SE JCT S.H. 50 Sufficiency 86.4 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 370 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 129 Deck Width 372 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.9 HS Inv. Rating Method 3 HS Inv. Method 57 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7360 Future ADT Year 2042 Bypass Detour 39 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30904 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-20ft.X6ft.X372ft. RCB 59 SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:14:48.97 Longitude -99:08:36.49 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30904 Vault Link http://plansrv1/bridgemaintvault/b30904 GIS FO/SD Meets Standards H Inv. Method 56.9 Latitude DD 36.246936 Longitude DD -99.143469 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31324 x -11036600.4845587 y 4334652.7991926
30903	7702 1072WX	30903	—	U.S. 183	UNNAMED CREEK		3-32 ft. CONC.. SLAB SPANS	2017	36.239167	-99.127778	96	40.2	—	3	0	2	38.1	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.4	Satisfactory (6)	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	4300	2022	5	Unmatched
Raw data OBJECTID 31323 BRKEY 30903 NBI No. 30903 On Under 1 Structure No. 7702 1072WX Control No. 002 Lane Ind. W Milepoint 10720 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 8.6 SE JCT S.H. 50 Sufficiency 96.4 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.1 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 2017 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38.1 Ref. Underclearance Rt. N Underclearance Right 99.9 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 96 Deck Width 40.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.1 HS Inv. Rating Method 3 HS Inv. Method 30.2 H Operating Rating _ H Inv. Rating Method _ Future ADT 6880 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30903 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-32 ft. CONC.. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:14:21 Longitude -99:07:40 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30903 Vault Link http://plansrv1/bridgemaintvault/b30903 GIS FO/SD Meets Standards H Inv. Method 30.1 Latitude DD 36.239167 Longitude DD -99.127778 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31323 x -11034853.7704287 y 4333580.48222175