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
32416	5590T1754 X	32416	—	N LUTHER RD	KICKAPOO TP UNDER	4 SPAN STEEL GIRDER	2019	35.626861	-97.194444	468.5	34.1	—	4	45	2	32	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)		1191	2022	5	Unmatched
Raw data OBJECTID 32869 BRKEY 32416 NBI No. 32416 On Under 1 Structure No. 5590T1754 X Control No. Lane Ind. Milepoint Facility Carried N LUTHER RD Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .26N N LUTHER & NE150TH Sufficiency 95.7 Kind Hwy 5 Level Service 1 Route No. LUTHR Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2019 ADT Total 1191 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 4 - Steel Continuous Design 02 Length 468.5 Deck Width 34.1 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 9 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 51.1 HS Inv. Rating Method 3 HS Inv. Method 30.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1905 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32416 ODOT County 55 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 4 SPAN STEEL GIRDER Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:37:36.7 Longitude -97:11:40 I257A I257B I257C I257D I257E I263 Roadway Name N LUTHER RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 147.84 NBI Text 32416 Vault Link http://plansrv1/bridgemaintvault/b32416 GIS FO/SD Meets Standards H Inv. Method 29.1 Latitude DD 35.626861 Longitude DD -97.194444 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32869 x -10819636.0140153 y 4249398.74686141
32415	5590T1719 X	32415	—	NE 150TH ST	KICKAPOO TP UNDER	60 FT 2-120 FT CONT AND 74 FT STEEL GIRDER	2019	35.623333	-97.199617	375	34.1	—	4	30	2	32	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		1191	2022	5	Unmatched
Raw data OBJECTID 32868 BRKEY 32415 NBI No. 32415 On Under 1 Structure No. 5590T1719 X Control No. Lane Ind. Milepoint Facility Carried NE 150TH ST Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .63W N LUTHER & NE 150TH Sufficiency 94.9 Kind Hwy 5 Level Service 1 Route No. 150TH Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2019 ADT Total 1191 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 4 - Steel Continuous Design 02 Length 375 Deck Width 34.1 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 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 5 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 79.3 HS Inv. Rating Method 3 HS Inv. Method 47.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1905 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NO Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32415 ODOT County 55 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 60 FT 2-120 FT CONT AND 74 FT STEEL GIRDER Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:37:24 Longitude -97:11:58.62 I257A I257B I257C I257D I257E I263 Roadway Name NE 150TH ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 147.46 NBI Text 32415 Vault Link http://plansrv1/bridgemaintvault/b32415 GIS FO/SD FO H Inv. Method 45.2 Latitude DD 35.623333 Longitude DD -97.199617 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32868 x -10820211.8697412 y 4248915.58607901
32317	5712F0539 X	32317	—	S.H. 18	SALT CREEK	New Structure Unit	1901	36.578317	-96.703539	450	—	—	5	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	1900	2022	_	Unmatched
Raw data OBJECTID 32862 BRKEY 32317 NBI No. 32317 On Under 1 Structure No. 5712F0539 X Control No. 012 Lane Ind. Milepoint 05390 Facility Carried S.H. 18 Feature Intersected SALT CREEK Division 08 County 113 Location 5.3N of PAWNEE C/L Sufficiency Kind Hwy 3 Level Service 1 Route No. 00018 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 16 - Minor Arterial (Urban) Year Built 1901 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 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 450 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 3040 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 32317 ODOT County 57 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 36:34:41.94 Longitude -96:42:12.74 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 18 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32317 Vault Link http://plansrv1/bridgemaintvault/b32317 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.578317 Longitude DD -96.703539 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32862 x -10764988.7193875 y 4380491.47638224
32221	2004F1514 X	32221	—	AIRPORT ROAD	I-40 UNDER	New Structure Unit	1901	35.53611111	-98.65861111	300	—	—	4	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	100	2022	_	Unmatched
Raw data OBJECTID 32858 BRKEY 32221 NBI No. 32221 On Under 1 Structure No. 2004F1514 X Control No. Lane Ind. Milepoint Facility Carried AIRPORT ROAD Feature Intersected I-40 UNDER Division 05 County 039 Location 4.3E of S.H. 54 Sufficiency Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance 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 100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 3 - Steel Design 02 Length 300 Deck Width 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 160 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32221 ODOT County 20 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 Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:32:10 Longitude -98:39:31 I257A I257B I257C I257D I257E I263 Roadway Name AIRPORT RD. Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32221 Vault Link http://plansrv1/bridgemaintvault/b32221 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.53611111 Longitude DD -98.65861111 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32858 x -10982626.3511368 y 4236977.28791828
32220	3710F1350 X	32220	—	S.H. 33	WHITE CREEK	New Structure Unit	1901	35.842136	-97.697292	21	—	—	1	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	_	Unmatched
Raw data OBJECTID 32857 BRKEY 32220 NBI No. 32220 On Under 1 Structure No. 3710F1350 X Control No. 010 Lane Ind. Milepoint 13500 Facility Carried S.H. 33 Feature Intersected WHITE CREEK Division 04 County 073 Location 1.4W of LOGAN C/L Sufficiency Kind Hwy 3 Level Service 1 Route No. 00033 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 1900 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 1 - Concrete Design 19 Length 21 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 3040 Future ADT Year 2042 Bypass Detour 3.1 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 32220 ODOT County 37 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 35:50:31.69 Longitude -97:41:50.25 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 33 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32220 Vault Link http://plansrv1/bridgemaintvault/b32220 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.842136 Longitude DD -97.697292 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32857 x -10875612.7973218 y 4278921.2141438
32517	6912F1667 X	32517	—	S.H. 29	WEST FISH CREEK	New Structure Unit	1901	34.637744	-97.669433	32	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1600	2022	_	Unmatched
Raw data OBJECTID 32851 BRKEY 32517 NBI No. 32517 On Under 1 Structure No. 6912F1667 X Control No. 012 Lane Ind. Milepoint 16670 Facility Carried S.H. 29 Feature Intersected WEST FISH CREEK Division 07 County 137 Location 4W OF JCT SH 76 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00029 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 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 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 32 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 2560 Future ADT Year 2042 Bypass Detour 47 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 32517 ODOT County 69 Nav. Control _ Nav. HC Lft. Br. Nav. Cl. Nav. VC 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 34:38:15.88 Longitude -97:40:09.96 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 _ Local Bridge ID NBI Text 32517 Vault Link http://plansrv1/bridgemaintvault/b32517 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.637744 Longitude DD -97.669433 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32851 x -10872511.5476277 y 4114760.32519531
32414	5590T1608 X	32414	—	NE136TH/E MEMORIAL	KICKAPOO TP UNDER	4 SPAN PCB TYPE IV BEAMS	2020	35.60875	-97.205542	326	34.1	—	4	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		1191	2022	5	Unmatched
Raw data OBJECTID 32846 BRKEY 32414 NBI No. 32414 On Under 1 Structure No. 5590T1608 X Control No. Lane Ind. Milepoint Facility Carried NE136TH/E MEMORIAL Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .63W N LUTHER&E MEMORIAL Sufficiency 98.9 Kind Hwy 5 Level Service 1 Route No. 136TH Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2020 ADT Total 1191 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 32 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 326 Deck Width 34.1 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 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.7 HS Inv. Rating Method 3 HS Inv. Method 46 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1905 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NO Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32414 ODOT County 55 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 4 SPAN PCB TYPE IV BEAMS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:36:31.5 Longitude -97:12:19.95 I257A I257B I257C I257D I257E I263 Roadway Name NE136TH/E MEMORIAL Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 146.36 NBI Text 32414 Vault Link http://plansrv1/bridgemaintvault/b32414 GIS FO/SD Meets Standards H Inv. Method 43.7 Latitude DD 35.60875 Longitude DD -97.205542 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32846 x -10820871.4377242 y 4246918.66546999
32413	5590T1586WX	32413	—	KICKAPOO TP SB	NE 122ND ST UNDER	3-TYPE IV PCB SPANS	2020	35.593986	-97.205375	221	41	—	3	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	Satisfactory (6)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32845 BRKEY 32413 NBI No. 32413 On Under 1 Structure No. 5590T1586WX Control No. 090 Lane Ind. W Milepoint 15860 Facility Carried KICKAPOO TP SB Feature Intersected NE 122ND ST UNDER Division 04 County 109 Location .63W N LUTHER & NE 122ND Sufficiency 90.1 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 221 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47.5 HS Inv. Rating Method 3 HS Inv. Method 28.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32413 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-TYPE IV PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:35:38.35 Longitude -97:12:19.35 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 145.36W NBI Text 32413 Vault Link http://plansrv1/bridgemaintvault/b32413 GIS FO/SD Meets Standards H Inv. Method 27.1 Latitude DD 35.593986 Longitude DD -97.205375 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32845 x -10820852.8473692 y 4244897.33042189
32412	5590T1586EX	32412	—	KICKAPOO TP NB	NE 122ND ST UNDER	66 FT-90FT-66FT TYPE IV PCB	2020	35.593986	-97.204964	221	41	—	3	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.1	Satisfactory (6)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32844 BRKEY 32412 NBI No. 32412 On Under 1 Structure No. 5590T1586EX Control No. 090 Lane Ind. E Milepoint 15860 Facility Carried KICKAPOO TP NB Feature Intersected NE 122ND ST UNDER Division 04 County 109 Location .63W N LUTHER & NE 122ND Sufficiency 89.1 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2020 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 221 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47.1 HS Inv. Rating Method 3 HS Inv. Method 28.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 48640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32412 ODOT County 55 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 4 Rt. Curb SW 10 Description 66 FT-90FT-66FT TYPE IV PCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:35:38.35 Longitude -97:12:17.87 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 145.36E NBI Text 32412 Vault Link http://plansrv1/bridgemaintvault/b32412 GIS FO/SD Meets Standards H Inv. Method 26.8 Latitude DD 35.593986 Longitude DD -97.204964 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32844 x -10820807.0950585 y 4244897.33042189
32411	5590T1483 X	32411	—	KICKAPOO TP	W FORK WILDHORSE CREEK	New Structure Unit	2019	35.590583	-97.2048	41	473	—	3	60	4	47.1	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	73.1	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32843 BRKEY 32411 NBI No. 32411 On Under 1 Structure No. 5590T1483 X Control No. 090 Lane Ind. Milepoint 14830 Facility Carried KICKAPOO TP Feature Intersected W FORK WILDHORSE CREEK Division 04 County 109 Location .63W N LUTHER & NE 122ND Sufficiency 73.1 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 3 Road Width 47.1 Ref. Underclearance Rt. N Underclearance Right 60 Underclearance Left 56 Deck Structure Type N No. Lanes 4 Fill RCB 8 Appr. Roadway Width 118 Span Type Main M Material 1 - Concrete Design 19 Length 41 Deck Width 473 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32411 ODOT County 55 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 New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:35:26.1 Longitude -97:12:17.28 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 145.07 NBI Text 32411 Vault Link http://plansrv1/bridgemaintvault/b32411 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.590583 Longitude DD -97.2048 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32843 x -10820788.838662 y 4244431.47953207
32410	5590T0574 X	32410	—	E RENO AVE	KICKAPOO TP UNDER	New Structure Unit	2020	35.464144	-97.202914	233.1	48.1	—	2	0	4	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		5000	2022	5	Unmatched
Raw data OBJECTID 32842 BRKEY 32410 NBI No. 32410 On Under 1 Structure No. 5590T0574 X Control No. Lane Ind. Milepoint Facility Carried E RENO AVE Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .5W OF S LUTHER RD Sufficiency 79 Kind Hwy 5 Level Service 1 Route No. RENO Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2020 ADT Total 5000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 32 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 233.1 Deck Width 48.1 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 8 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.3 HS Inv. Rating Method 3 HS Inv. Method 38 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7500 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32410 ODOT County 55 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 5 Rt. Curb SW 0 Description New Structure Unit Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:27:50.92 Longitude -97:12:10.49 I257A I257B I257C I257D I257E I263 Roadway Name E RENO AVE Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 136.04 NBI Text 32410 Vault Link http://plansrv1/bridgemaintvault/b32410 GIS FO/SD FO H Inv. Method 36.1 Latitude DD 35.464144 Longitude DD -97.202914 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32842 x -10820578.8901024 y 4227136.72396537
32409	5590T0530WX	32409	—	KICKAPOO TP	UNAMED CREEK	New Structure Unit	2020	35.457814	-97.201928	697.7	53	—	6	0	2	51	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.1	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32841 BRKEY 32409 NBI No. 32409 On Under 1 Structure No. 5590T0530WX Control No. 090 Lane Ind. W Milepoint 05300 Facility Carried KICKAPOO TP Feature Intersected UNAMED CREEK Division 04 County 109 Location .4S/RENO .4W/S LTHR RD Sufficiency 93.1 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 50 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 30400 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 6 Road Width 51 Ref. Underclearance Rt. N Underclearance Right 10 Underclearance Left 4 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 697.7 Deck Width 53 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 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57.6 HS Inv. Rating Method 3 HS Inv. Method 34.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 48640 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32409 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:27:28.13 Longitude -97:12:06.94 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135.67W NBI Text 32409 Vault Link http://plansrv1/bridgemaintvault/b32409 GIS FO/SD Meets Standards H Inv. Method 32.8 Latitude DD 35.457814 Longitude DD -97.201928 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32841 x -10820469.1290844 y 4226271.60055013
32211	1035F0376 X	32211	—	S.H. 142	BNSF RAILWAY UNDER	New Structure Unit	1901	34.193256	-97.108242	361	—	—	3	65	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	4900	2022	_	Unmatched
Raw data OBJECTID 32829 BRKEY 32211 NBI No. 32211 On Under 1 Structure No. 1035F0376 X Control No. 035 Lane Ind. Milepoint 03760 Facility Carried S.H. 142 Feature Intersected BNSF RAILWAY UNDER Division 07 County 019 Location 3.8E of JCT I-35 Sufficiency Kind Hwy 3 Level Service 1 Route No. _ Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1901 ADT Total 4900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 65 No. Main Spans 3 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 3 - Steel Design 02 Length 361 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 7840 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32211 ODOT County 10 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 34:11:35.72 Longitude -97:06:29.67 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 142 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32211 Vault Link http://plansrv1/bridgemaintvault/b32211 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.193256 Longitude DD -97.108242 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32829 x -10810040.05127 y 4054781.1981979
32510	5510 0818 X	32510	—	S.H. 66	CREEK	(3) - 10FT X 10FT X 69FT RCB @ 10 DEG RF SKEW W/ FULL APRONS & 6FT CURTAIN WALLS	2024	35.659711	-97.287747	34.53	62	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.6	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	17 - Collector (Urban)	B	4600	2022	5	Unmatched
Raw data OBJECTID 32826 BRKEY 32510 NBI No. 32510 On Under 1 Structure No. 5510 0818 X Control No. 010 Lane Ind. Milepoint 08180 Facility Carried S.H. 66 Feature Intersected CREEK Division 04 County 109 Location 8.2E OF JCT I-35 Sufficiency 98.6 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 59.34 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2024 ADT Total 4600 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 2 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 34.53 Deck Width 62 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7360 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32510 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) - 10FT X 10FT X 69FT RCB @ 10 DEG RF SKEW W/ FULL APRONS & 6FT CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:39:34.96 Longitude -97:17:15.89 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 66 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32510 Vault Link http://plansrv1/bridgemaintvault/b32510 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.659711 Longitude DD -97.287747 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 32826 x -10830022.4564648 y 4253898.58938124
32509	5510 1009 X	32509	—	S.H. 66	CREEK	(2) - 12FT X 7FT X 62FT RCB W/ FULL APRONS & 6FT CURTAIN WALLS	2024	35.662267	-97.253781	25	62	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	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	17 - Collector (Urban)	B	4300	2022	5	Unmatched
Raw data OBJECTID 32825 BRKEY 32509 NBI No. 32509 On Under 1 Structure No. 5510 1009 X Control No. 010 Lane Ind. Milepoint 10090 Facility Carried S.H. 66 Feature Intersected CREEK Division 04 County 109 Location 9.9E JCT I-35 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 60 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2024 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 62 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 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32509 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) - 12FT X 7FT X 62FT RCB W/ FULL APRONS & 6FT CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:39:44.16 Longitude -97:15:13.61 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 66 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32509 Vault Link http://plansrv1/bridgemaintvault/b32509 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.662267 Longitude DD -97.253781 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 32825 x -10826241.3786405 y 4254248.79171149
32408	5590T0530EX	32408	—	KICKAPOO TP	UNAMED CREEK	New Structure Unit	2020	35.457772	-97.202403	697.7	53	—	6	0	4	51	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.6	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32822 BRKEY 32408 NBI No. 32408 On Under 1 Structure No. 5590T0530EX Control No. 090 Lane Ind. E Milepoint 05300 Facility Carried KICKAPOO TP Feature Intersected UNAMED CREEK Division 04 County 109 Location .4S/RENO .4W/S LTHR RD Sufficiency 72.6 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 50 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 30400 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 6 Road Width 51 Ref. Underclearance Rt. N Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 697.7 Deck Width 53 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 7 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57.2 HS Inv. Rating Method 3 HS Inv. Method 34.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 48640 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32408 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:27:27.98 Longitude -97:12:08.65 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135.67E NBI Text 32408 Vault Link http://plansrv1/bridgemaintvault/b32408 GIS FO/SD FO H Inv. Method 32.6 Latitude DD 35.457772 Longitude DD -97.202403 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32822 x -10820522.0058426 y 4226265.8606221
32407	5590T0475 X	32407	—	SE 15TH ST	KICKAPOO TP UNDER	New Structure Unit	2020	35.449669	-97.201294	233.1	40.1	—	2	7	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		1105	2022	5	Unmatched
Raw data OBJECTID 32821 BRKEY 32407 NBI No. 32407 On Under 1 Structure No. 5590T0475 X Control No. Lane Ind. Milepoint Facility Carried SE 15TH ST Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .4W OF S LUTHER RD Sufficiency 97.8 Kind Hwy 5 Level Service 1 Route No. 15TH Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2020 ADT Total 1105 ADT Year 2022 Design Load H 20 Skew 7 No. Main Spans 2 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 233.1 Deck Width 40.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.3 HS Inv. Rating Method 3 HS Inv. Method 40.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1768 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32407 ODOT County 55 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 5 Rt. Curb SW 0 Description New Structure Unit Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:26:58.81 Longitude -97:12:04.66 I257A I257B I257C I257D I257E I263 Roadway Name SE 15TH ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135.04 NBI Text 32407 Vault Link http://plansrv1/bridgemaintvault/b32407 GIS FO/SD Meets Standards H Inv. Method 38.4 Latitude DD 35.449669 Longitude DD -97.201294 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32821 x -10820398.5525273 y 4225158.52055762
32406	5590T0374 X	32406	—	SE 29TH ST	KICKAPOO TP UNDER	New Structure Unit	2020	35.435217	-97.199531	233.1	48.1	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		3443	2022	5	Unmatched
Raw data OBJECTID 32820 BRKEY 32406 NBI No. 32406 On Under 1 Structure No. 5590T0374 X Control No. Lane Ind. Milepoint Facility Carried SE 29TH ST Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .3W OF S LUTHER RD Sufficiency 99.7 Kind Hwy 5 Level Service 1 Route No. 29TH Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 40 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2020 ADT Total 3443 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 233.1 Deck Width 48.1 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 8 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64.4 HS Inv. Rating Method 3 HS Inv. Method 38.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5508 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32406 ODOT County 55 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 5 Rt. Curb SW 0 Description New Structure Unit Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:26:06.78 Longitude -97:11:58.31 I257A I257B I257C I257D I257E I263 Roadway Name SE 29TH ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 134.61 NBI Text 32406 Vault Link http://plansrv1/bridgemaintvault/b32406 GIS FO/SD Meets Standards H Inv. Method 36.7 Latitude DD 35.435217 Longitude DD -97.199531 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32820 x -10820202.296265 y 4223183.81534758
32405	5590T0275 X	32405	—	KICKAPOO TP	UNNAMED CREEK	New Structure Unit	2019	35.422228	-97.201197	34	310.3	—	3	45	4	308.3	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.4	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32819 BRKEY 32405 NBI No. 32405 On Under 1 Structure No. 5590T0275 X Control No. 090 Lane Ind. Milepoint 02750 Facility Carried KICKAPOO TP Feature Intersected UNNAMED CREEK Division 04 County 109 Location .1N/SE44 ST&.4W/S LTHR RD Sufficiency 93.4 Kind Hwy 1 Level Service 1 Route No. 00335 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 308.3 Ref. Underclearance Rt. N Underclearance Right 30 Underclearance Left 30 Deck Structure Type N No. Lanes 4 Fill RCB 12 Appr. Roadway Width 126 Span Type Main M Material 1 - Concrete Design 19 Length 34 Deck Width 310.3 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 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 48640 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32405 ODOT County 55 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 New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:25:20.02 Longitude -97:12:04.31 I257A I257B I257C I257D I257E I263 Roadway Name KICKAPOO TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 133.17 NBI Text 32405 Vault Link http://plansrv1/bridgemaintvault/b32405 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.422228 Longitude DD -97.201197 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32819 x -10820387.7545367 y 4221409.31524187
32404	5590T0274 X	32404	—	SE 44TH ST	KICKAPOO TP UNDER	2 116 FT TYPE IV PCB	2019	35.420686	-97.202222	233.1	40.1	—	2	5	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)		871	2022	5	Unmatched
Raw data OBJECTID 32818 BRKEY 32404 NBI No. 32404 On Under 1 Structure No. 5590T0274 X Control No. Lane Ind. Milepoint Facility Carried SE 44TH ST Feature Intersected KICKAPOO TP UNDER Division 04 County 109 Location .4W OF S LUTHER RD Sufficiency 99.9 Kind Hwy 5 Level Service 1 Route No. 44TH Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2019 ADT Total 871 ADT Year 2022 Design Load H 20 Skew 5 No. Main Spans 2 Road Width 32 Ref. Underclearance Rt. H Underclearance Right 20.1 Underclearance Left 20.1 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 233.1 Deck Width 40.1 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 8 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.3 HS Inv. Rating Method 3 HS Inv. Method 40.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1394 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32404 ODOT County 55 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 5 Rt. Curb SW 0 Description 2 116 FT TYPE IV PCB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:25:14.47 Longitude -97:12:08 I257A I257B I257C I257D I257E I263 Roadway Name SE 44TH ST Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 133.04 NBI Text 32404 Vault Link http://plansrv1/bridgemaintvault/b32404 GIS FO/SD Meets Standards H Inv. Method 38.4 Latitude DD 35.420686 Longitude DD -97.202222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 32818 x -10820501.8570147 y 4221198.67297929
32400	5515F1250SX	32400	—	I-35 RAMP N-W	I-35 SB &1-44 EB UNDER	New Structure Unit	2024	35.539375	-97.460833	1820	40	—	5	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	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	11 - Principal Arterial Interstate (Rural)	A	10000	2022	5	Unmatched
Raw data OBJECTID 32795 BRKEY 32400 NBI No. 32400 On Under 1 Structure No. 5515F1250SX Control No. Lane Ind. Milepoint Facility Carried I-35 RAMP N-W Feature Intersected I-35 SB &1-44 EB UNDER Division 04 County 109 Location 5M N OF E JCT 1-40 Sufficiency 87.9 Kind Hwy 1 Level Service 7 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2024 ADT Total 10000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 8 Underclearance Left 6 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1820 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.3 HS Inv. Rating Method 3 HS Inv. Method 33.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32400 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 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 New Structure Unit Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:32:21.75 Longitude -97:27:39 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 Roadway Name I-35 RAMP N-W Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 32400 Vault Link http://plansrv1/bridgemaintvault/b32400 GIS FO/SD FO H Inv. Method 33.3 Latitude DD 35.539375 Longitude DD -97.460833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32795 x -10849290.3018483 y 4237423.79144969
32399	5515 1219WXR	32399	—	I-44 RAMP E-S	NE 63RD ST UNDER	104FT TYPE IV PC BEAM X 38FT CLR RDWY W/F SHAPED PARAPETS	2024	35.536675	-97.461325	106.26	41	—	1	17	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.4	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	10000	2022	5	Unmatched
Raw data OBJECTID 32794 BRKEY 32399 NBI No. 32399 On Under 1 Structure No. 5515 1219WXR Control No. 015 Lane Ind. W Milepoint 12190 Facility Carried I-44 RAMP E-S Feature Intersected NE 63RD ST UNDER Division 04 County 109 Location 5M N OF E JCT 1-40 Sufficiency 93.4 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2024 ADT Total 10000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 17 No. Main Spans 1 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 22.5 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 106.26 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 91.3 HS Inv. Rating Method 3 HS Inv. Method 54.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 16000 Future ADT Year 2042 Bypass Detour 6.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32399 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 104FT TYPE IV PC BEAM X 38FT CLR RDWY W/F SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:32:12.03 Longitude -97:27:40.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name I-44 RAMP E-S Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 32399 Vault Link http://plansrv1/bridgemaintvault/b32399 GIS FO/SD Meets Standards H Inv. Method 54.7 Latitude DD 35.536675 Longitude DD -97.461325 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32794 x -10849345.0710377 y 4237054.42735588
32398	5515F1230EX	32398	—	I-35 NB	NE 63RD ST. UNDER	New Structure Unit	1901	35.538292	-97.461039	104	—	—	1	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29900	2022	_	Unmatched
Raw data OBJECTID 32793 BRKEY 32398 NBI No. 32398 On Under 1 Structure No. 5515F1230EX Control No. 015 Lane Ind. E Milepoint 12300 Facility Carried I-35 NB Feature Intersected NE 63RD ST. UNDER Division 04 County 109 Location 4.9N of JCT I-40 Sufficiency Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 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 29900 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 104 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 47840 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 32398 ODOT County 55 Nav. Control _ Nav. HC Lft. Br. Nav. Cl. Nav. VC 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 35:32:17.85 Longitude -97:27:39.74 I257A I257B I257C I257D I257E I263 Roadway Name I-35 NB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32398 Vault Link http://plansrv1/bridgemaintvault/b32398 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.538292 Longitude DD -97.461039 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32793 x -10849313.2336634 y 4237275.63391429
32397	5515F1219WX	32397	—	I-35 SB	NE 63RD ST. UNDER	New Structure Unit	1901	35.536606	-97.461256	101	—	—	1	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	33150	2022	_	Unmatched
Raw data OBJECTID 32792 BRKEY 32397 NBI No. 32397 On Under 1 Structure No. 5515F1219WX Control No. 015 Lane Ind. W Milepoint 12190 Facility Carried I-35 SB Feature Intersected NE 63RD ST. UNDER Division 04 County 109 Location 5N of JCT I-40 Sufficiency Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 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 33150 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 101 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 53040 Future ADT Year 2042 Bypass Detour 0.09 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 32397 ODOT County 55 Nav. Control _ Nav. HC Lft. Br. Nav. Cl. Nav. VC 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 35:32:11.78 Longitude -97:27:40.52 I257A I257B I257C I257D I257E I263 Roadway Name I-35 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32397 Vault Link http://plansrv1/bridgemaintvault/b32397 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.536606 Longitude DD -97.461256 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32792 x -10849337.3899929 y 4237044.98821418
32300	6804F0220 X	32300	—	U.S. 59	HOG CREEK	New Structure Unit	1901	35.491656	-94.777667	135	—	—	3	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5000	2022	_	Unmatched
Raw data OBJECTID 32789 BRKEY 32300 NBI No. 32300 On Under 1 Structure No. 6804F0220 X Control No. 004 Lane Ind. Milepoint 02200 Facility Carried U.S. 59 Feature Intersected HOG CREEK Division 01 County 135 Location 2.20N JCT US-64 Sufficiency Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 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 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 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 135 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 8000 Future ADT Year 2042 Bypass Detour 4 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 32300 ODOT County 68 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 35:29:29.96 Longitude -94:46:39.6 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 59 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32300 Vault Link http://plansrv1/bridgemaintvault/b32300 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.491656 Longitude DD -94.777667 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32789 x -10550601.6290144 y 4230897.59040496
32299	2429 0658 X	32299	—	S.H. 132	CREEK	(2) 21.5ft PRE-CAST ARCH CULVERT SPANS	2021	36.570297	-98.014747	45	62	—	2	0	2	60	1 - Concrete	Culvert (19)	M	Concrete precast panels (2)	Open, no restriction (A)	98	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	770	2022	5	Unmatched
Raw data OBJECTID 32788 BRKEY 32299 NBI No. 32299 On Under 1 Structure No. 2429 0658 X Control No. 029 Lane Ind. Milepoint 06580 Facility Carried S.H. 132 Feature Intersected CREEK Division 04 County 047 Location 6.6N of JCT SH 45 Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 60 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 770 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 2 No. Lanes 2 Fill RCB FG Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 45 Deck Width 62 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1232 Future ADT Year 2042 Bypass Detour 34 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32299 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 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 (2) 21.5ft PRE-CAST ARCH CULVERT SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:34:13.07 Longitude -98:00:53.09 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 132 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32299 Vault Link http://plansrv1/bridgemaintvault/b32299 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 36.570297 Longitude DD -98.014747 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32788 x -10910951.7262715 y 4379379.7851084
32591	5730 0033 X	32591	—	S.H. 99	PENN CREEK	60FT 10IN X 60FT 00IN X 45FT 10IN ROLLED BEAM W/42 PEDESTRIAN HANDRAILS 40FT CLR RDWY	2023	36.419331	-96.389664	166.666	40	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.6	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	06 - Minor Arterial (Rural)		4300	2022	4	Unmatched
Raw data OBJECTID 32782 BRKEY 32591 NBI No. 32591 On Under 1 Structure No. 5730 0033 X Control No. 030 Lane Ind. Milepoint 00330 Facility Carried S.H. 99 Feature Intersected PENN CREEK Division 08 County 113 Location .3N OF JCT SH20 Sufficiency 84.6 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System 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 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 166.666 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.4 HS Inv. Rating Method 3 HS Inv. Method 54.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 52.8 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 32591 ODOT County 57 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 8.75 Rt. Curb SW 8.75 Description 60FT 10IN X 60FT 00IN X 45FT 10IN ROLLED BEAM W/42 PEDESTRIAN HANDRAILS 40FT CLR RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:25:09.59 Longitude -96:23:22.79 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 4 Local Bridge ID NBI Text 32591 Vault Link http://plansrv1/bridgemaintvault/b32591 GIS FO/SD Meets Standards H Inv. Method 54.2 Latitude DD 36.419331 Longitude DD -96.389664 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32782 x -10730048.3142147 y 4358475.13922487
32391	0905F1950 X	32391	—	COUNTY CLUD RD	I-40 UNDER	New Structure Unit	1901	35.507614	-97.972736	271.6	—	—	4	25	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	A	300	2022	5	Unmatched
Raw data OBJECTID 32766 BRKEY 32391 NBI No. 32391 On Under 1 Structure No. 0905F1950 X Control No. 005 Lane Ind. Milepoint 19500 Facility Carried COUNTY CLUD RD Feature Intersected I-40 UNDER Division 04 County 017 Location 19.5E CADDO CO Sufficiency Kind Hwy 5 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1901 ADT Total 300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 No. Main Spans 4 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 3 - Steel Design 02 Length 271.6 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 480 Future ADT Year 2042 Bypass Detour 6.2 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 32391 ODOT County 09 Nav. Control _ Nav. HC Lft. Br. Nav. Cl. Nav. VC 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 35:30:27.41 Longitude -97:58:21.85 I257A I257B I257C I257D I257E I263 Roadway Name COUNTRY CLUB RD FAS 3861 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32391 Vault Link http://plansrv1/bridgemaintvault/b32391 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.507614 Longitude DD -97.972736 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 32766 x -10906275.0831438 y 4233079.62518204
32291	2618F0705 X	32291	—	S.H. 19	DRY CREEK	New Structure Unit	1901	34.946158	-97.840189	38	—	—	3	30	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2700	2022	_	Unmatched
Raw data OBJECTID 32761 BRKEY 32291 NBI No. 32291 On Under 1 Structure No. 2618F0705 X Control No. 018 Lane Ind. Milepoint 07050 Facility Carried S.H. 19 Feature Intersected DRY CREEK Division 07 County 051 Location 7.3E of US81 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00019 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 2700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 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 38 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 4320 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 32291 ODOT County 26 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 34:56:46.17 Longitude -97:50:24.68 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 19 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32291 Vault Link http://plansrv1/bridgemaintvault/b32291 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.946158 Longitude DD -97.840189 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32761 x -10891520.0185976 y 4156566.6364608
32290	2618F0729 X	32290	—	S.H. 19	CREEK	New Structure Unit	1901	34.943858	-97.837031	38	—	—	3	30	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2700	2022	_	Unmatched
Raw data OBJECTID 32760 BRKEY 32290 NBI No. 32290 On Under 1 Structure No. 2618F0729 X Control No. 018 Lane Ind. Milepoint 07290 Facility Carried S.H. 19 Feature Intersected CREEK Division 07 County 051 Location 7.5E OF US81 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00019 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 2700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 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 38 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 4320 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 32290 ODOT County 26 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 34:56:37.89 Longitude -97:50:13.31 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 19 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32290 Vault Link http://plansrv1/bridgemaintvault/b32290 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.943858 Longitude DD -97.837031 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32760 x -10891168.4716457 y 4156254.28542051
32492	1414 0530 X	32492	—	S.H. 37	CREEK	3-12 ft. x 10 ft.-15 ft. RCB 65 ft. CLR. RDWY. W/ 10 LF SKEW	2023	35.334192	-97.498014	38	68	—	3	10	4	53.1	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	20400	2022	5	Unmatched
Raw data OBJECTID 32751 BRKEY 32492 NBI No. 32492 On Under 1 Structure No. 1414 0530 X Control No. 014 Lane Ind. Milepoint 05300 Facility Carried S.H. 37 Feature Intersected CREEK Division 03 County 027 Location 5.3 MI. E OF I-44 JCT Sufficiency 68 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 48 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2023 ADT Total 20400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 3 Road Width 53.1 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB AG Appr. Roadway Width 53.1 Span Type Main M Material 1 - Concrete Design 19 Length 38 Deck Width 68 Bridge Open Closed A TSF Rail 1 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 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.7 HS Inv. Rating Method 3 HS Inv. Method 54.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 28560 Future ADT Year 2042 Bypass Detour 14 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32492 ODOT County 14 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 6.6 Rt. Curb SW 6.6 Description 3-12 ft. x 10 ft.-15 ft. RCB 65 ft. CLR. RDWY. W/ 10 LF SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:20:03.09 Longitude -97:29:52.85 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 37 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32492 Vault Link http://plansrv1/bridgemaintvault/b32492 GIS FO/SD Meets Standards H Inv. Method 54.4 Latitude DD 35.334192 Longitude DD -97.498014 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32751 x -10853429.2718355 y 4209389.75533901
32491	0944T0334WX	32491	—	KILPATRICK TP SB	SW 44TH ST UNDER	82'-130'-82'(TYPE BT-72) PCB SPANS	2019	35.421044	-97.701733	294	41	—	3	27	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.6	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32750 BRKEY 32491 NBI No. 32491 On Under 1 Structure No. 0944T0334WX Control No. 044 Lane Ind. W Milepoint 03340 Facility Carried KILPATRICK TP SB Feature Intersected SW 44TH ST UNDER Division 04 County 017 Location 3.34S OF 1-40 & JKT Sufficiency 92.6 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 27 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 17 Underclearance Left 16.3 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 294 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating ! H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32491 ODOT County 09 Nav. Control N 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 82'-130'-82'(TYPE BT-72) PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:25:15.76 Longitude -97:42:06.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name SB KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 106.91SB NBI Text 32491 Vault Link http://plansrv1/bridgemaintvault/b32491 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.421044 Longitude DD -97.701733 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32750 x -10876107.1671804 y 4221247.57659527
32490	0944T0334EX	32490	—	NB KILPATRICK TP	SW 44TH ST UNDER	82'-130'-82' PCB SPANS	2019	35.421036	-97.701311	295.3	41	—	3	99	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32749 BRKEY 32490 NBI No. 32490 On Under 1 Structure No. 0944T0334EX Control No. 044 Lane Ind. E Milepoint 03340 Facility Carried NB KILPATRICK TP Feature Intersected SW 44TH ST UNDER Division 04 County 017 Location 3.34S OF 1-40 & JKT Sufficiency 94.8 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 99 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 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 295.3 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating _ H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32490 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 82'-130'-82' PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:25:15.73 Longitude -97:42:04.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name KILPATRICK TP NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 106.91NB NBI Text 32490 Vault Link http://plansrv1/bridgemaintvault/b32490 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.421036 Longitude DD -97.701311 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32749 x -10876060.1903553 y 4221246.48377467
32489	0944T0409SXR	32489	—	KILPATRICK RAMP EB	MUSTANG CREEK TRIB	145' TYPE J PCB	2019	35.415986	-97.69065	145	43	—	1	0	3	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.1	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32748 BRKEY 32489 NBI No. 32489 On Under 1 Structure No. 0944T0409SXR Control No. 044 Lane Ind. S Milepoint 04090 Facility Carried KILPATRICK RAMP EB Feature Intersected MUSTANG CREEK TRIB Division 04 County 017 Location .09W S FRTG/MORGAN RD Sufficiency 78.1 Kind Hwy 1 Level Service 7 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 145 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 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32489 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 145' TYPE J PCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:24:57.55 Longitude -97:41:26.34 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name KILPATRICK RAMP EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 4 Local Bridge ID 106.20SF NBI Text 32489 Vault Link http://plansrv1/bridgemaintvault/b32489 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.415986 Longitude DD -97.69065 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32748 x -10874873.4132639 y 4220556.66241995
32488	0944T0409NXR	32488	—	KILPATRICK RAMP WB	MUSTANG CREEK TRIB	145' TYPE J PCB	2019	35.416939	-97.69035	145	43	—	1	0	3	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.1	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32747 BRKEY 32488 NBI No. 32488 On Under 1 Structure No. 0944T0409NXR Control No. 044 Lane Ind. N Milepoint 04090 Facility Carried KILPATRICK RAMP WB Feature Intersected MUSTANG CREEK TRIB Division 04 County 017 Location .07W N FRTG/MORGAN RD Sufficiency 78.1 Kind Hwy 1 Level Service 7 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 43 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 145 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 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32488 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 145' TYPE J PCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:25:00.98 Longitude -97:41:25.26 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name KILPATRICK RAMP WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 4 Local Bridge ID 106.19NF NBI Text 32488 Vault Link http://plansrv1/bridgemaintvault/b32488 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.416939 Longitude DD -97.69035 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32747 x -10874840.0174167 y 4220686.83727868
32289	2618F0993 X	32289	—	S.H. 19	CREEK	New Structure Unit	1901	34.920456	-97.800581	44	—	—	3	60	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2500	2022	_	Unmatched
Raw data OBJECTID 32740 BRKEY 32289 NBI No. 32289 On Under 1 Structure No. 2618F0993 X Control No. 018 Lane Ind. Milepoint 09930 Facility Carried S.H. 19 Feature Intersected CREEK Division 07 County 051 Location 9.9E of US81 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00019 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 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 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 44 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 4000 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 32289 ODOT County 26 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 34:55:13.64 Longitude -97:48:02.09 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 19 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32289 Vault Link http://plansrv1/bridgemaintvault/b32289 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.920456 Longitude DD -97.800581 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32740 x -10887110.8762063 y 4153076.6793927
32288	2618F1010 X	32288	—	S.H. 19	SOLDIER CREEK	New Structure Unit	1901	34.919175	-97.798014	38	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2500	2022	_	Unmatched
Raw data OBJECTID 32739 BRKEY 32288 NBI No. 32288 On Under 1 Structure No. 2618F1010 X Control No. 018 Lane Ind. Milepoint 10100 Facility Carried S.H. 19 Feature Intersected SOLDIER CREEK Division 07 County 051 Location 10.1E of US81 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00019 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 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 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 38 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 4000 Future ADT Year 2042 Bypass Detour 36 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 32288 ODOT County 26 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 34:55:09.03 Longitude -97:47:52.85 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 19 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32288 Vault Link http://plansrv1/bridgemaintvault/b32288 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.919175 Longitude DD -97.798014 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32739 x -10886825.1190734 y 4152902.76686108
32599	1935F0635 X	32599	—	S.H. 99	CIMARRON RIVER	New Structure Unit	1901	36.093928	-96.579428	600	—	—	7	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)		2300	2022	_	Unmatched
Raw data OBJECTID 32733 BRKEY 32599 NBI No. 32599 On Under 1 Structure No. 1935F0635 X Control No. 035 Lane Ind. Milepoint 06350 Facility Carried S.H. 99 Feature Intersected CIMARRON RIVER Division 08 County 037 Location 4.4E OF S PAYNE C/L Sufficiency Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance Bridge System 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 2300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 7 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 600 Deck Width 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 HS Inv. Rating Method _ HS Inv. Method H Operating Rating _ H Inv. Rating Method _ Future ADT 3680 Future ADT Year 2042 Bypass Detour 26 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 32599 ODOT County 19 Nav. Control _ Nav. HC Lft. Br. Nav. Cl. Nav. VC 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 36:05:38.14 Longitude -96:34:45.94 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 99 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32599 Vault Link http://plansrv1/bridgemaintvault/b32599 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.093928 Longitude DD -96.579428 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32733 x -10751172.7460656 y 4313553.42874122
32597	5810 1357 X	32597	—	U.S. 60	CREEK	75FT PRESTRESSED CONCRETE BEAM SPAN W/ TYPE IV CONCRETE RAILS 40FT CLR RDWY.	2023	36.804408	-94.716833	75.5	46.166	—	1	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)		7500	2022	5	Unmatched
Raw data OBJECTID 32731 BRKEY 32597 NBI No. 32597 On Under 1 Structure No. 5810 1357 X Control No. 010 Lane Ind. Milepoint 13570 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 115 Location 13.4E OF US 69 Sufficiency 99 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System 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 7500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 75.5 Deck Width 46.166 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 9 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 79.4 HS Inv. Rating Method 3 HS Inv. Method 53.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12000 Future ADT Year 2042 Bypass Detour 1.86 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 32597 ODOT County 58 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 75FT PRESTRESSED CONCRETE BEAM SPAN W/ TYPE IV CONCRETE RAILS 40FT CLR RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:48:15.87 Longitude -94:43:00.6 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 32597 Vault Link http://plansrv1/bridgemaintvault/b32597 GIS FO/SD Meets Standards H Inv. Method 53.4 Latitude DD 36.804408 Longitude DD -94.716833 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32731 x -10543829.6191115 y 4411878.73805368
32596	5810 0732 X	32596	—	U.S. 60	CREEK	2-12FT X 10FT RCB WITH 6 FT CURTAIN WALLS.	2022	36.772722	-94.807917	31.18	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	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	16 - Minor Arterial (Urban)		5600	2022	5	Unmatched
Raw data OBJECTID 32730 BRKEY 32596 NBI No. 32596 On Under 1 Structure No. 5810 0732 X Control No. 010 Lane Ind. Milepoint 07320 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 115 Location 7E OF US 69 Sufficiency 99.2 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 26 Bridge System Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2022 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 26 Span Type Main M Material 1 - Concrete Design 19 Length 31.18 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 117.8 HS Inv. Rating Method 3 HS Inv. Method 90.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7800 Future ADT Year 2042 Bypass Detour 1.86 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 32596 ODOT County 58 Nav. Control N 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 2-12FT X 10FT RCB WITH 6 FT CURTAIN WALLS. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:46:21.8 Longitude -94:48:28.5 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32596 Vault Link http://plansrv1/bridgemaintvault/b32596 GIS FO/SD Meets Standards H Inv. Method 90.7 Latitude DD 36.772722 Longitude DD -94.807917 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32730 x -10553969.0436109 y 4407474.33587481
32486	0944T0414 XR	32486	—	KILPATRICK RAMP WB	MUSTANG CREEK TRIB	2'-12'-6'x150'RCB	2019	35.416903	-97.689522	25	150	—	2	0	3	148	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.7	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32726 BRKEY 32486 NBI No. 32486 On Under 1 Structure No. 0944T0414 XR Control No. 044 Lane Ind. Milepoint 04140 Facility Carried KILPATRICK RAMP WB Feature Intersected MUSTANG CREEK TRIB Division 04 County 017 Location .03W N FRTG RD/MORGAN RD Sufficiency 94.7 Kind Hwy 1 Level Service 7 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 148 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 3 Fill RCB 10 Appr. Roadway Width 50 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 150 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method C HS Inv. Method 36 H Operating Rating C H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32486 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2'-12'-6'x150'RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:25:00.85 Longitude -97:41:22.28 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name KILPATRICK RAMP WB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 4 Local Bridge ID 106.14NF NBI Text 32486 Vault Link http://plansrv1/bridgemaintvault/b32486 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.416903 Longitude DD -97.689522 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32726 x -10874747.8448783 y 4220681.91983736
32485	0944T0405SX	32485	—	KILPATRICK TP EB	MORGAN RD UNDER	7 TYPE IV PCB SPANS	2019	35.416331	-97.691083	735	41	—	7	4	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.6	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	5	Unmatched
Raw data OBJECTID 32725 BRKEY 32485 NBI No. 32485 On Under 1 Structure No. 0944T0405SX Control No. 044 Lane Ind. S Milepoint 04050 Facility Carried KILPATRICK TP EB Feature Intersected MORGAN RD UNDER Division 04 County 017 Location 4.10S I-40 & JKT Sufficiency 92.6 Kind Hwy 1 Level Service 1 Route No. 0 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 4 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 13.9 Underclearance Left 13.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 735 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method C HS Inv. Method 36 H Operating Rating C H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32485 ODOT County 09 Nav. Control 0 Nav. HC 40 Lft. Br. Nav. Cl. 0 Nav. VC 99.9 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 7 TYPE IV PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:58.79 Longitude -97:41:27.9 I257A I257B I257C I257D I257E I263 Roadway Name KILPATRICK TP EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 106.11EB NBI Text 32485 Vault Link http://plansrv1/bridgemaintvault/b32485 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.416331 Longitude DD -97.691083 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32725 x -10874921.6146034 y 4220603.78745334
32484	0944T0405NX	32484	—	KILPATRICK TP WB	MORGAN RD & CREEK	7-TYPE IV PCB SPANS	2019	35.416664	-97.691081	735	41	—	7	4	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.6	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32724 BRKEY 32484 NBI No. 32484 On Under 1 Structure No. 0944T0405NX Control No. 044 Lane Ind. N Milepoint 04050 Facility Carried KILPATRICK TP WB Feature Intersected MORGAN RD & CREEK Division 04 County 017 Location 4.10S OF 1-40 & JKT Sufficiency 92.6 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 4 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 13.9 Underclearance Left 13.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 735 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 46.8 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32484 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 7-TYPE IV PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:59.99 Longitude -97:41:27.89 I257A I257B I257C I257D I257E I263 Roadway Name KILPATRICK TP WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 106.11WB NBI Text 32484 Vault Link http://plansrv1/bridgemaintvault/b32484 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.416664 Longitude DD -97.691081 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32724 x -10874921.3919644 y 4220649.2735465
32483	0944T0514SX	32483	—	KILPATRICK TP EB	COUNTY LINE RD UNDER	50'-110'-81' PCB SPANS	2019	35.415158	-97.671836	241	55	—	3	9	2	52	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32723 BRKEY 32483 NBI No. 32483 On Under 1 Structure No. 0944T0514SX Control No. 044 Lane Ind. S Milepoint 05140 Facility Carried KILPATRICK TP EB Feature Intersected COUNTY LINE RD UNDER Division 04 County 017 Location 0E CANADIAN CO LINE Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 0 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 9 No. Main Spans 3 Road Width 52 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 241 Deck Width 55 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32483 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50'-110'-81' PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:54.57 Longitude -97:40:18.61 I257A I257B I257C I257D I257E I263 Roadway Name KILPATRICK TP EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 105.11S NBI Text 32483 Vault Link http://plansrv1/bridgemaintvault/b32483 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.415158 Longitude DD -97.671836 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32723 x -10872779.0483641 y 4220443.56316306
32482	0944T0514NX	32482	—	KILPATRICK TP WB	COUNTY LINE RD UNDER	50'-110'-81' PCB SPANS	2019	35.41555	-97.671842	240.9	55	—	3	9	2	52	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32722 BRKEY 32482 NBI No. 32482 On Under 1 Structure No. 0944T0514NX Control No. 044 Lane Ind. N Milepoint 05140 Facility Carried KILPATRICK TP WB Feature Intersected COUNTY LINE RD UNDER Division 04 County 017 Location 0E CANADIAN CO LINE Sufficiency 99.8 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 0 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 9 No. Main Spans 3 Road Width 52 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240.9 Deck Width 55 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 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 46.8 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32482 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50'-110'-81' PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:55.98 Longitude -97:40:18.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name KILPATRICK TP WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 105.11N NBI Text 32482 Vault Link http://plansrv1/bridgemaintvault/b32482 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.41555 Longitude DD -97.671842 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32722 x -10872779.7162811 y 4220497.10759392
32381	1916 0650 X	32381	—	S.H. 16	WEST SPRING CREEK	2-12FT X 10FT X 133FT W/ 8FT CURTAINWALLS SKEWED 0	2023	35.901056	-96.569464	25	40	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98	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	1100	2022	5	Unmatched
Raw data OBJECTID 32718 BRKEY 32381 NBI No. 32381 On Under 1 Structure No. 1916 0650 X Control No. 016 Lane Ind. Milepoint 06500 Facility Carried S.H. 16 Feature Intersected WEST SPRING CREEK Division 08 County 037 Location 6.4S of JCT S.H. 33 Sufficiency 98 Kind Hwy 3 Level Service 1 Route No. 00016 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 2023 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 40 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 126.8 HS Inv. Rating Method 3 HS Inv. Method 97.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1760 Future ADT Year 2042 Bypass Detour 24 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32381 ODOT County 19 Nav. Control N 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 2-12FT X 10FT X 133FT W/ 8FT CURTAINWALLS SKEWED 0 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:54:03.8 Longitude -96:34:10.07 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 16 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32381 Vault Link http://plansrv1/bridgemaintvault/b32381 GIS FO/SD Meets Standards H Inv. Method 97.7 Latitude DD 35.901056 Longitude DD -96.569464 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32718 x -10750063.5586594 y 4287015.35718448
32280	7702 0145SX	32280	—	U.S. 183 SB	DEEP CREEK	65'-75'-65' PC Beam Spans	2021	36.178253	-98.979928	205	40	—	3	0	2	37.8	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Very good (8)	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	8160	2022	5	Unmatched
Raw data OBJECTID 32712 BRKEY 32280 NBI No. 32280 On Under 1 Structure No. 7702 0145SX Control No. 002 Lane Ind. S Milepoint 01450 Facility Carried U.S. 183 SB Feature Intersected DEEP CREEK Division 06 County 153 Location 1.2NW of MAJOR C/L Sufficiency 93 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.8 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 8160 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.8 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 205 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 72.4 HS Inv. Rating Method 3 HS Inv. Method 51.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6720 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 32280 ODOT County 77 Nav. Control 0 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 65'-75'-65' PC Beam Spans Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:10:41.71 Longitude -98:58:47.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32280 Vault Link http://plansrv1/bridgemaintvault/b32280 GIS FO/SD Meets Standards H Inv. Method 51.8 Latitude DD 36.178253 Longitude DD -98.979928 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32712 x -11018395.1837149 y 4325176.5116272
32279	7702 0338 SX	32279	—	U.S. 183	BENT CREEK	3-52' & 3-78' PC Beam Spans	2021	36.189964	-99.011611	390	40.1	—	6	0	2	37.9	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4200	2022	5	Unmatched
Raw data OBJECTID 32711 BRKEY 32279 NBI No. 32279 On Under 1 Structure No. 7702 0338 SX Control No. 002 Lane Ind. S Milepoint 03380 Facility Carried U.S. 183 Feature Intersected BENT CREEK Division 06 County 153 Location 3.2NW of MAJOR C/L Sufficiency 94 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2021 ADT Total 4200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width 37.9 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 390 Deck Width 40.1 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 7 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.7 HS Inv. Rating Method 3 HS Inv. Method 54.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6720 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 32279 ODOT County 77 Nav. Control 0 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 3-52' & 3-78' PC Beam Spans Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:11:23.87 Longitude -99:00:41.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name U.S. 183 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32279 Vault Link http://plansrv1/bridgemaintvault/b32279 GIS FO/SD Meets Standards H Inv. Method 54.2 Latitude DD 36.189964 Longitude DD -99.011611 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32711 x -11021922.1191417 y 4326791.70633651
32481	5587T0014 X	32481	—	KILPATRICK TP	CAMPBELL CREEK TRIB	2-12'-6 'X 359' RCB	2019	35.414922	-97.668906	25	359	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.2	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32703 BRKEY 32481 NBI No. 32481 On Under 1 Structure No. 5587T0014 X Control No. 087 Lane Ind. Milepoint 00140 Facility Carried KILPATRICK TP Feature Intersected CAMPBELL CREEK TRIB Division 04 County 109 Location .14E OF CANADIAN CO LINE Sufficiency 79.2 Kind Hwy 1 Level Service 1 Route No. 0 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB Appr. Roadway Width 357 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 359 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method C HS Operating Rating 383.8 HS Inv. Rating Method 0 HS Inv. Method 295.9 H Operating Rating 2 H Inv. Rating Method C Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32481 ODOT County 55 Nav. Control 0 Nav. HC 99.9 Lft. Br. Nav. Cl. 0 Nav. VC 99.9 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12'-6 'X 359' RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:53.72 Longitude -97:40:08.06 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name KILPATRICK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 104.97 NBI Text 32481 Vault Link http://plansrv1/bridgemaintvault/b32481 GIS FO/SD Meets Standards H Inv. Method 164.4 Latitude DD 35.414922 Longitude DD -97.668906 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32703 x -10872452.8822561 y 4220411.32735581
32480	5587T0045SX	32480	—	KILPATRICK TP EB	CAMPBELL CREEK TRIB	8-SPAN PCB SPANS	2019	35.413586	-97.663819	845	53	—	8	99	3	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	11 - Principal Arterial Interstate (Rural)		30400	2022	4	Unmatched
Raw data OBJECTID 32702 BRKEY 32480 NBI No. 32480 On Under 1 Structure No. 5587T0045SX Control No. 087 Lane Ind. S Milepoint 00450 Facility Carried KILPATRICK TP EB Feature Intersected CAMPBELL CREEK TRIB Division 04 County 109 Location .44E OF CANADIAN CO LINE Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2019 ADT Total 30400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 99 No. Main Spans 8 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 845 Deck Width 53 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 9 Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.2 HS Inv. Rating Method 1 HS Inv. Method 37.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48640 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32480 ODOT County 55 Nav. Control N Nav. HC 99.99 Lft. Br. Nav. Cl. 0 Nav. VC 99.99 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-SPAN PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:24:48.91 Longitude -97:39:49.75 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name KILPATRICK TB EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 104.69 NBI Text 32480 Vault Link http://plansrv1/bridgemaintvault/b32480 GIS FO/SD Meets Standards H Inv. Method 20.6 Latitude DD 35.413586 Longitude DD -97.663819 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32702 x -10871886.6000064 y 4220228.84168465