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
32814	7218F0903 X	32814	—	61ST ST.	U.S. 75	New Structure Unit	1901	36.075278	-96.006389	255	—	—	2	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)		1800	2022	_	Unmatched
Raw data OBJECTID 32434 BRKEY 32814 NBI No. 32814 On Under 1 Structure No. 7218F0903 X Control No. Lane Ind. Milepoint Facility Carried 61ST ST. Feature Intersected U.S. 75 Division 08 County 143 Location .9N JCT SH 67 Sufficiency Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1901 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 3 - Steel Design 02 Length 255 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 2880 Future ADT Year 2042 Bypass Detour 3.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32814 ODOT County 72 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 Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:04:31 Longitude -96:00:23 I257A I257B I257C I257D I257E I263 Roadway Name 61ST ST Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32814 Vault Link http://plansrv1/bridgemaintvault/b32814 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.075278 Longitude DD -96.006389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 32434 x -10687382.3363809 y 4310984.45865407
32709	1217 2442 X	32709	—	S.H. 109	HANUBBY CREEK	New Structure Unit	2023	33.953517	-95.605817	165.6	42.2	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete precast panels (2)	Open, no restriction (A)	98.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		500	2022	5	Unmatched
Raw data OBJECTID 32428 BRKEY 32709 NBI No. 32709 On Under 1 Structure No. 1217 2442 X Control No. 017 Lane Ind. Milepoint 24420 Facility Carried S.H. 109 Feature Intersected HANUBBY CREEK Division 02 County 023 Location 24.42S & E OF JCT US-70 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00109 Service Type On 1 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 07 - Major Collector (Rural) Year Built 2023 ADT Total 500 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 2 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 165.6 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.2 HS Inv. Rating Method 3 HS Inv. Method 43.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 28 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32709 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 9 DK Protect. 1 DK Surf. Type 9 Lft. Curb SW 1.1 Rt. Curb SW 1.1 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:57:12.66 Longitude -95:36:20.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 109 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 41 NBI Text 32709 Vault Link http://plansrv1/bridgemaintvault/b32709 GIS FO/SD Meets Standards H Inv. Method 43.2 Latitude DD 33.953517 Longitude DD -95.605817 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32428 x -10642790.8653149 y 4022562.20134234
32708	0720F0332 X	32708	—	S.H. 78	YARNABY CREEK	New Structure Unit	1901	33.798653	-96.205272	90	—	—	3	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)		1400	2022	_	Unmatched
Raw data OBJECTID 32427 BRKEY 32708 NBI No. 32708 On Under 1 Structure No. 0720F0332 X Control No. 020 Lane Ind. Milepoint 03320 Facility Carried S.H. 78 Feature Intersected YARNABY CREEK Division 02 County 013 Location 3.32N OF TX S/L Sufficiency Kind Hwy 3 Level Service 1 Route No. 00078 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 1400 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 3 - Steel Design 02 Length 90 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 2240 Future ADT Year 2042 Bypass Detour 55 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 32708 ODOT County 07 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 33:47:55.15 Longitude -96:12:18.98 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 78 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32708 Vault Link http://plansrv1/bridgemaintvault/b32708 GIS FO/SD Meets Standards H Inv. Method Latitude DD 33.798653 Longitude DD -96.205272 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32427 x -10709521.8906684 y 4001797.97954169
32704	1004F1015 X	32704	—	S.H. 199	CREEK	New Structure Unit	1901	34.187144	-96.978886	25	—	—	2	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)		5300	2022	_	Unmatched
Raw data OBJECTID 32423 BRKEY 32704 NBI No. 32704 On Under 1 Structure No. 1004F1015 X Control No. 004 Lane Ind. Milepoint 10150 Facility Carried S.H. 199 Feature Intersected CREEK Division 07 County 019 Location 9.8E JCT US77 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00199 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 16 - Minor Arterial (Urban) Year Built 1901 ADT Total 5300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 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 8480 Future ADT Year 2042 Bypass Detour 57 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 32704 ODOT County 10 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 34:11:13.72 Longitude -96:58:43.99 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 199 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32704 Vault Link http://plansrv1/bridgemaintvault/b32704 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.187144 Longitude DD -96.978886 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32423 x -10795640.2072189 y 4053958.65964411
32913	1910F0066 X	32913	—	S.H. 16	SAND CREEK	New Structure Unit	1901	35.828164	-96.375478	33	—	—	2	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		2200	2022	_	Unmatched
Raw data OBJECTID 32413 BRKEY 32913 NBI No. 32913 On Under 1 Structure No. 1910F0066 X Control No. 010 Lane Ind. Milepoint 00660 Facility Carried S.H. 16 Feature Intersected SAND CREEK Division 08 County 037 Location .7 E JCT S.H. 48 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00016 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 33 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 3520 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32913 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 35:49:41.39 Longitude -96:22:31.72 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 16 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32913 Vault Link http://plansrv1/bridgemaintvault/b32913 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.828164 Longitude DD -96.375478 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32413 x -10728469.1359183 y 4277002.69099667
32911	7281 0869 X	32911	—	U.S. 169	S.H. 135	78FT-77FT-77FT-78FT CONTINUOUS PLATE GIRDER SPANS SK. 90 DEG. WITH F-SHAPED PARAPETS	2022	36.26355556	-95.84788611	310	117.125	—	4	0	4	56	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)		62697	2022	5	Unmatched
Raw data OBJECTID 32411 BRKEY 32911 NBI No. 32911 On Under 1 Structure No. 7281 0869 X Control No. 081 Lane Ind. Milepoint 08690 Facility Carried U.S. 169 Feature Intersected S.H. 135 Division 08 County 143 Location JCT 76TH ST & U.S. 169 Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 56 Bridge System Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 62697 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 56 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 4 - Steel Continuous Design 02 Length 310 Deck Width 117.125 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 7 Deck Geometry 4 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 44 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 86131 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32911 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 78FT-77FT-77FT-78FT CONTINUOUS PLATE GIRDER SPANS SK. 90 DEG. WITH F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:15:48.8 Longitude -95:50:52.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32911 Vault Link http://plansrv1/bridgemaintvault/b32911 GIS FO/SD FO H Inv. Method 33 Latitude DD 36.26355556 Longitude DD -95.84788611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 32411 x -10669737.8753769 y 4336947.073561
32806	1411F0878 X	32806	—	S.H. 9	CLEAR CREEK	New Structure Unit	1901	35.189178	-97.262981	165	—	—	3	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)		7000	2022	_	Unmatched
Raw data OBJECTID 32405 BRKEY 32806 NBI No. 32806 On Under 1 Structure No. 1411F0878 X Control No. 011 Lane Ind. Milepoint 08780 Facility Carried S.H. 9 Feature Intersected CLEAR CREEK Division 03 County 027 Location 8.8E OF US 77 JCT Sufficiency Kind Hwy 3 Level Service 1 Route No. 00009 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 16 - Minor Arterial (Urban) Year Built 1901 ADT Total 7000 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 165 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 11200 Future ADT Year 2042 Bypass Detour 4.3 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 32806 ODOT County 14 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 35:11:21.04 Longitude -97:15:46.73 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32806 Vault Link http://plansrv1/bridgemaintvault/b32806 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.189178 Longitude DD -97.262981 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32405 x -10827265.5179558 y 4189619.48951409
32797	1206 0238WX	32797	—	U.S. 271 SB	K R.R. & CO RD UND	New Structure Unit	2024	33.905739	-95.497756	520	41	—	4	0	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)		5000	2022	5	Unmatched
Raw data OBJECTID 32375 BRKEY 32797 NBI No. 32797 On Under 1 Structure No. 1206 0238WX Control No. 006 Lane Ind. W Milepoint 02380 Facility Carried U.S. 271 SB Feature Intersected K R.R. & CO RD UND Division 02 County 023 Location 2.4N TEXAS LINE Sufficiency 99 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 38 Bridge System Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2024 ADT Total 5000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. R Underclearance Right 12.6 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 520 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.7 HS Inv. Rating Method 3 HS Inv. Method 42.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32797 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.6 Rt. Curb SW 1.6 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:54:20.66 Longitude -95:29:51.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 271 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 09 NBI Text 32797 Vault Link http://plansrv1/bridgemaintvault/b32797 GIS FO/SD Meets Standards H Inv. Method 42.1 Latitude DD 33.905739 Longitude DD -95.497756 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32375 x -10630761.5698203 y 4016152.08851136
32796	1206F0238EX	32796	—	U.S. 271	K R.R. & CO RD UND	New Structure Unit	1901	33.906328	-95.497878	520	—	—	4	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)		5000	2022	_	Unmatched
Raw data OBJECTID 32374 BRKEY 32796 NBI No. 32796 On Under 1 Structure No. 1206F0238EX Control No. 006 Lane Ind. E Milepoint 02380 Facility Carried U.S. 271 Feature Intersected K R.R. & CO RD UND Division 02 County 023 Location 2.4N TEXAS LINE Sufficiency Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 4 Vertical Clearance Horizontal Clearance Bridge System 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 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 520 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 8000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32796 ODOT County 12 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 33:54:22.78 Longitude -95:29:52.36 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 271 NB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32796 Vault Link http://plansrv1/bridgemaintvault/b32796 GIS FO/SD Meets Standards H Inv. Method Latitude DD 33.906328 Longitude DD -95.497878 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32374 x -10630775.1507982 y 4016231.0895353
32899	6206F0283 X	32899	—	S.H. 1	UNAMMED CREEK	New Structure Unit	1901	35.083775	-97.337461	20	—	—	1	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		2100	2022	_	Unmatched
Raw data OBJECTID 32358 BRKEY 32899 NBI No. 32899 On Under 1 Structure No. 6206F0283 X Control No. 006 Lane Ind. Milepoint 02830 Facility Carried S.H. 1 Feature Intersected UNAMMED CREEK Division 03 County 123 Location 2.9 NE OF ROFF Sufficiency Kind Hwy 3 Level Service 1 Route No. 00001 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 2100 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 20 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 3120 Future ADT Year 2042 Bypass Detour 35 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 32899 ODOT County 62 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 34:64:61.59 Longitude -96:80:14.86 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 1 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32899 Vault Link http://plansrv1/bridgemaintvault/b32899 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.083775 Longitude DD -97.337461 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32358 x -10835556.5936301 y 4175271.66784364
32896	5904F0478 X	32896	—	U.S. 64	CREEK	New Structure Unit	1901	36.290556	-96.702314	25	—	—	2	45	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1200	2022	_	Unmatched
Raw data OBJECTID 32355 BRKEY 32896 NBI No. 32896 On Under 1 Structure No. 5904F0478 X Control No. 004 Lane Ind. Milepoint 04780 Facility Carried U.S. 64 Feature Intersected CREEK Division 08 County 117 Location 4.8 E JCT S.H. 18 Sufficiency Kind Hwy 2 Level Service 1 Route No. 00064 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 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 1700 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32896 ODOT County 59 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 36:17:26 Longitude -96:42:08.33 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 64 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32896 Vault Link http://plansrv1/bridgemaintvault/b32896 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.290556 Longitude DD -96.702314 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32355 x -10764852.3530112 y 4340675.43463639
32895	5904F0428 X	32895	—	U.S.. 64	CREEK	New Structure Unit	1901	36.292222	-96.710756	32	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1200	2022	_	Unmatched
Raw data OBJECTID 32354 BRKEY 32895 NBI No. 32895 On Under 1 Structure No. 5904F0428 X Control No. 004 Lane Ind. Milepoint 04280 Facility Carried U.S.. 64 Feature Intersected CREEK Division 08 County 117 Location 4.3 E JCT S.H. 18 Sufficiency Kind Hwy 2 Level Service 1 Route No. 00064 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 1200 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. 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 1700 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 32895 ODOT County 59 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 36:17:32 Longitude -96:42:38.72 I257A I257B I257C I257D I257E I263 Roadway Name U.S.. 64 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32895 Vault Link http://plansrv1/bridgemaintvault/b32895 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.292222 Longitude DD -96.710756 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32354 x -10765792.1121525 y 4340905.52682408
32894	5914 0035 X	32894	—	S.H. 18	BLACK BEAR CREEK	100.833FT-135.000FT-100.833FT BRIDGE WITH TYPE VI AND TYPE JPC BEAMS AND 40FT CLR RDWY	2024	36.343458	-96.8001	336.666	54.166	—	3	0	1	13	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	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)		2500	2022	5	Unmatched
Raw data OBJECTID 32353 BRKEY 32894 NBI No. 32894 On Under 1 Structure No. 5914 0035 X Control No. 014 Lane Ind. Milepoint 00350 Facility Carried S.H. 18 Feature Intersected BLACK BEAR CREEK Division 08 County 117 Location .4 N U.S. 64 JCT Sufficiency 81 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 13 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 2024 ADT Total 2500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 13 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 13 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 336.666 Deck Width 54.166 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 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 78.3 HS Inv. Rating Method 3 HS Inv. Method 46.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3500 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32894 ODOT County 59 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description 100.833FT-135.000FT-100.833FT BRIDGE WITH TYPE VI AND TYPE JPC BEAMS AND 40FT CLR RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:20:36.45 Longitude -96:48:00.36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32894 Vault Link http://plansrv1/bridgemaintvault/b32894 GIS FO/SD FO H Inv. Method 46 Latitude DD 36.343458 Longitude DD -96.8001 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32353 x -10775737.840738 y 4347984.16031431
32794	6817 0752 X	32794	—	S.H. 101	BIG SKIN BAYOU	(3) 75ft. I-BEAM SPANS	2023	35.520633	-94.652967	225	42.16	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		540	2022	5	Unmatched
Raw data OBJECTID 32351 BRKEY 32794 NBI No. 32794 On Under 1 Structure No. 6817 0752 X Control No. 017 Lane Ind. Milepoint 07520 Facility Carried S.H. 101 Feature Intersected BIG SKIN BAYOU Division 01 County 135 Location 7.52E JCT US-59 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00101 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System 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 540 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 225 Deck Width 42.16 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 81.5 HS Inv. Rating Method 3 HS Inv. Method 62.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 864 Future ADT Year 2042 Bypass Detour 24 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32794 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 75ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:14.28 Longitude -94:39:10.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 101 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17-0752 NBI Text 32794 Vault Link http://plansrv1/bridgemaintvault/b32794 GIS FO/SD Meets Standards H Inv. Method 62.8 Latitude DD 35.520633 Longitude DD -94.652967 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32351 x -10536720.0885125 y 4234860.11374279
32790	6817F1611 X	32790	—	S.H. 101	POLECAT CREEK	New Structure Unit	1901	35.7192	-94.558931	200	—	—	2	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)		780	2022	_	Unmatched
Raw data OBJECTID 32347 BRKEY 32790 NBI No. 32790 On Under 1 Structure No. 6817F1611 X Control No. 017 Lane Ind. Milepoint 16110 Facility Carried S.H. 101 Feature Intersected POLECAT CREEK Division 01 County 135 Location 3.11E OF SH 64B JCT Sufficiency Kind Hwy 3 Level Service 1 Route No. 00101 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 780 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 3 - Steel Design 02 Length 200 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 1248 Future ADT Year 2042 Bypass Detour 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 32790 ODOT County 68 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 35:43:09.12 Longitude -94:33:32.15 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 101 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32790 Vault Link http://plansrv1/bridgemaintvault/b32790 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.7192 Longitude DD -94.558931 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32347 x -10526252.0488763 y 4262052.19679587
32891	4058F0163NX	32891	—	S.H. 112	POTEAU RIVER	New Structure Unit	1901	35.109589	-94.6075	450	—	—	4	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		8900	2022	_	Unmatched
Raw data OBJECTID 32329 BRKEY 32891 NBI No. 32891 On Under 1 Structure No. 4058F0163NX Control No. 058 Lane Ind. N Milepoint 01630 Facility Carried S.H. 112 Feature Intersected POTEAU RIVER Division 02 County 079 Location 1.7 NE JCT HWY U.S. 59 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00112 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 8900 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 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. 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 14240 Future ADT Year 2042 Bypass Detour 23 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 32891 ODOT County 40 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 35:06:34.52 Longitude -94:36:27 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 112 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32891 Vault Link http://plansrv1/bridgemaintvault/b32891 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.109589 Longitude DD -94.6075 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32329 x -10531658.7252246 y 4178783.84217663
32889	4058F0163SX	32889	—	S.H. 112	POTEAU RIVER	New Structure Unit	1901	35.109589	-94.6075	450	—	—	4	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		8900	2022	_	Unmatched
Raw data OBJECTID 32327 BRKEY 32889 NBI No. 32889 On Under 1 Structure No. 4058F0163SX Control No. 058 Lane Ind. S Milepoint 01630 Facility Carried S.H. 112 Feature Intersected POTEAU RIVER Division 02 County 079 Location 1.7 NE OF JCT U.S. 59 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00112 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 8900 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 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. 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 14240 Future ADT Year 2042 Bypass Detour 23 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 32889 ODOT County 40 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 35:06:34.52 Longitude -94:36:27 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 112 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32889 Vault Link http://plansrv1/bridgemaintvault/b32889 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.109589 Longitude DD -94.6075 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32327 x -10531658.7252246 y 4178783.84217663
32782	2130F0854 X	32782	—	U.S. 412 ALT	CREEK	New Structure Unit	1901	36.205139	-94.869053	29	—	—	2	30	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		2600	2022	_	Unmatched
Raw data OBJECTID 32318 BRKEY 32782 NBI No. 32782 On Under 1 Structure No. 2130F0854 X Control No. 030 Lane Ind. Milepoint 08540 Facility Carried U.S. 412 ALT Feature Intersected CREEK Division 08 County 041 Location 8.5E OF MAYES CL Sufficiency Kind Hwy 2 Level Service 1 Route No. 0412A 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 2600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 29 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 4160 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 32782 ODOT County 21 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 36:12:18.5 Longitude -94:52:08.59 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 412 ALT Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32782 Vault Link http://plansrv1/bridgemaintvault/b32782 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.205139 Longitude DD -94.869053 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32318 x -10560774.6720001 y 4328885.01926114
32677	4138 1010 X	32677	—	S.H. 102	EAST CAPTAIN CREEK	3-16 ft. X 12 ft. RCB SKEWED 45 DEG. W/ A 3 ft. INTERNAL DROP & 72 ft. CLR. RDWY.	2023	35.638908	-97.088228	73.78	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	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)		1008	2022	5	Unmatched
Raw data OBJECTID 32313 BRKEY 32677 NBI No. 32677 On Under 1 Structure No. 4138 1010 X Control No. 038 Lane Ind. Milepoint 10100 Facility Carried S.H. 102 Feature Intersected EAST CAPTAIN CREEK Division 03 County 081 Location 10.1 MI. N JCT US 62 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 22 Bridge System 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 1008 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 06 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 73.78 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74.7 HS Inv. Rating Method 3 HS Inv. Method 57.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1433 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32677 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16 ft. X 12 ft. RCB SKEWED 45 DEG. W/ A 3 ft. INTERNAL DROP & 72 ft. CLR. RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:38:20.07 Longitude -97:05:17.62 I257A C I257B I257C I257D I257E I263 Roadway Name S.H. 102 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32677 Vault Link http://plansrv1/bridgemaintvault/b32677 GIS FO/SD Meets Standards H Inv. Method 57.5 Latitude DD 35.638908 Longitude DD -97.088228 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32313 x -10807812.1029812 y 4251048.74827575
32676	3516F0905 X	32676	—	S.H. 22	CREEK	New Structure Unit	1901	34.208839	-96.625069	38	—	—	3	75	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		520	2022	_	Unmatched
Raw data OBJECTID 32312 BRKEY 32676 NBI No. 32676 On Under 1 Structure No. 3516F0905 X Control No. 016 Lane Ind. Milepoint 09050 Facility Carried S.H. 22 Feature Intersected CREEK Division 03 County 069 Location 4.6E & S JCT SH99 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00022 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 520 ADT Year 2022 Design Load NO VALUE GIVEN Skew 75 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. 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 832 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 32676 ODOT County 35 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 34:12:31.82 Longitude -96:37:30.25 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 22 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32676 Vault Link http://plansrv1/bridgemaintvault/b32676 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.208839 Longitude DD -96.625069 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32312 x -10756253.4789449 y 4056878.59141783
32675	7278 0190 X	32675	—	U.S. 75 NB	I-44 UNDER	108FT.-108FT. PLATE GIRDER X 78FT. CLR.RDY.	2022	36.088758	-96.006597	216.166	81	—	2	1	3	78	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	23800	2022	5	Unmatched
Raw data OBJECTID 32311 BRKEY 32675 NBI No. 32675 On Under 1 Structure No. 7278 0190 X Control No. Lane Ind. Milepoint Facility Carried U.S. 75 NB Feature Intersected I-44 UNDER Division 08 County 143 Location 2E OF JCT. S.H. 66 Sufficiency 97.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 78 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 23800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 1 No. Main Spans 2 Road Width 78 Ref. Underclearance Rt. H Underclearance Right 12 Underclearance Left 4 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 78 Span Type Main M Material 3 - Steel Design 02 Length 216.166 Deck Width 81 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.2 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 37050 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32675 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 108FT.-108FT. PLATE GIRDER X 78FT. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:19.53 Longitude -96:00:23.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32675 Vault Link http://plansrv1/bridgemaintvault/b32675 GIS FO/SD Meets Standards H Inv. Method 40.9 Latitude DD 36.088758 Longitude DD -96.006597 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 32311 x -10687405.490835 y 4312841.21887028
32882	7280 1415 X	32882	—	193RD E AVE	S. H. 51 UNDER	2-93FT	2024	36.05553333	-95.76191389	93	61.83	—	4	42	2	61.83	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.1	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	4000	2022	5	Unmatched
Raw data OBJECTID 32299 BRKEY 32882 NBI No. 32882 On Under 1 Structure No. 7280 1415 X Control No. Lane Ind. Milepoint Facility Carried 193RD E AVE Feature Intersected S. H. 51 UNDER Division 08 County 143 Location WAGNER C/L Sufficiency 99.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 61.83 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 4000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 42 No. Main Spans 4 Road Width 61.83 Ref. Underclearance Rt. H Underclearance Right 24 Underclearance Left 36 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 61.83 Span Type Main M Material 1 - Concrete Design 02 Length 93 Deck Width 61.83 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 7 Bridge Posting 5 Waterway Adequacy N 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 6400 Future ADT Year 2042 Bypass Detour 3.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32882 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 10 Description 2-93FT Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:03:19.92 Longitude -95:45:42.89 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name 193RD E AVE Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.30 NBI Text 32882 Vault Link http://plansrv1/bridgemaintvault/b32882 GIS FO/SD Meets Standards H Inv. Method 36.1 Latitude DD 36.05553333 Longitude DD -95.76191389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 32299 x -10660167.4916241 y 4308265.36555006
32778	6123F0389 X	32778	—	S.H. 63	CHUN CREEK	New Structure Unit	1901	34.725028	-95.844111	40	—	—	1	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		900	2022	_	Unmatched
Raw data OBJECTID 32293 BRKEY 32778 NBI No. 32778 On Under 1 Structure No. 6123F0389 X Control No. 023 Lane Ind. Milepoint 03890 Facility Carried S.H. 63 Feature Intersected CHUN CREEK Division 02 County 121 Location 3.8E US 69 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00063 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 900 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 40 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 1440 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 32778 ODOT County 61 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 I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:43:30.1 Longitude -95:50:38.8 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 63 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32778 Vault Link http://plansrv1/bridgemaintvault/b32778 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.725028 Longitude DD -95.844111 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32293 x -10669317.632054 y 4126576.04974249
32775	3520F0218 X	32775	—	S.H. 48	DELAWARE CREEK	New Structure Unit	1901	34.406694	-96.424486	190	—	—	3	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)		1600	2022	_	Unmatched
Raw data OBJECTID 32290 BRKEY 32775 NBI No. 32775 On Under 1 Structure No. 3520F0218 X Control No. 020 Lane Ind. Milepoint 02180 Facility Carried S.H. 48 Feature Intersected DELAWARE CREEK Division 03 County 069 Location 2.2N OF SH 7 JCT Sufficiency Kind Hwy 3 Level Service 1 Route No. 00048 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 07 - Major Collector (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 3 - Steel Design 02 Length 190 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 2560 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 32775 ODOT County 35 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 34:24:24.1 Longitude -96:25:28.15 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 48 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32775 Vault Link http://plansrv1/bridgemaintvault/b32775 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.406694 Longitude DD -96.424486 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32290 x -10733924.6815231 y 4083542.70162451
32674	7278 0189 X	32674	—	U.S. 75 SB	I-44 UNDER	108.083FT.-108.083FT. PLATE GIRDER X 66FT. CLR.RDY.	2021	36.088761	-96.006844	216.167	69	—	2	0	3	66	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Good (7)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	34300	2022	5	Unmatched
Raw data OBJECTID 32289 BRKEY 32674 NBI No. 32674 On Under 1 Structure No. 7278 0189 X Control No. Lane Ind. Milepoint Facility Carried U.S. 75 SB Feature Intersected I-44 UNDER Division 08 County 143 Location 1.9 E OF JCT S.H. 66 Sufficiency 95.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 66 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 34300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 66 Ref. Underclearance Rt. H Underclearance Right 12 Underclearance Left 4 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 66 Span Type Main M Material 3 - Steel Design 02 Length 216.167 Deck Width 69 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 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 41.4 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 46870 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32674 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 108.083FT.-108.083FT. PLATE GIRDER X 66FT. CLR.RDY. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:19.54 Longitude -96:00:24.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32674 Vault Link http://plansrv1/bridgemaintvault/b32674 GIS FO/SD Meets Standards H Inv. Method 31.9 Latitude DD 36.088761 Longitude DD -96.006844 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 32289 x -10687432.9867492 y 4312841.63213128
32673	7218 0982EX	32673	—	U.S. 75 NB	SKELLY DR. &MOOSER CK UN	70.833FT.-102.000FT.-102.833FT. P.C. BEAM X 71FT.-6 1/4 IN. CLR.RDY.	2021	36.086778	-96.006497	275.666	74.758	—	3	0	2	71.52	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	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	12 - Principal Arterial Other Fwy/Expy (Urban)	C	22800	2022	5	Unmatched
Raw data OBJECTID 32288 BRKEY 32673 NBI No. 32673 On Under 1 Structure No. 7218 0982EX Control No. 018 Lane Ind. E Milepoint 09820 Facility Carried U.S. 75 NB Feature Intersected SKELLY DR. &MOOSER CK UN Division 08 County 143 Location 9.8 N OF S.H.67 Sufficiency 96.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 71.52 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 22800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 71.52 Ref. Underclearance Rt. H Underclearance Right 7.201 Underclearance Left 29.301 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 71.52 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 275.666 Deck Width 74.758 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 81.7 HS Inv. Rating Method 3 HS Inv. Method 63 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 35760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32673 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70.833FT.-102.000FT.-102.833FT. P.C. BEAM X 71FT.-6 1/4 IN. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:12.4 Longitude -96:00:23.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32673 Vault Link http://plansrv1/bridgemaintvault/b32673 GIS FO/SD Meets Standards H Inv. Method 62.9 Latitude DD 36.086778 Longitude DD -96.006497 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 32288 x -10687394.3588859 y 4312568.47004876
32672	7218 0982WX	32672	—	U.S. 75 SB	SKELLY DR.&MOOSER CK UND	70.833FT.-102.000FT.-102.833FT.' P.C. BEAM X 71FT.-6 1/4 IN. CLR.RDY.	2021	36.088761	-96.006844	275.666	74.521	—	3	0	4	72	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	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	12 - Principal Arterial Other Fwy/Expy (Urban)	C	28500	2022	5	Unmatched
Raw data OBJECTID 32287 BRKEY 32672 NBI No. 32672 On Under 1 Structure No. 7218 0982WX Control No. 018 Lane Ind. W Milepoint 09820 Facility Carried U.S. 75 SB Feature Intersected SKELLY DR.&MOOSER CK UND Division 08 County 143 Location 1.9 E JCT. S.H. 66 Sufficiency 96.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance _ Horizontal Clearance 72 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 28500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 72 Ref. Underclearance Rt. H Underclearance Right 6.601 Underclearance Left 30.2 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 72 Span Type Main M Material 1 - Concrete Design 02 Length 275.666 Deck Width 74.521 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 81.7 HS Inv. Rating Method 3 HS Inv. Method 63 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 40940 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32672 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70.833FT.-102.000FT.-102.833FT.' P.C. BEAM X 71FT.-6 1/4 IN. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:19.54 Longitude -96:00:24.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 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 32672 Vault Link http://plansrv1/bridgemaintvault/b32672 GIS FO/SD Meets Standards H Inv. Method 62.9 Latitude DD 36.088761 Longitude DD -96.006844 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 32287 x -10687432.9867492 y 4312841.63213128
32979	1124F0496 X	32979	—	S.H. 82	DOUBLE SPRING CREEK	New Structure Unit	1901	36.631428	-95.660461	200	—	—	3	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)		4444	2022	_	Unmatched
Raw data OBJECTID 32278 BRKEY 32979 NBI No. 32979 On Under 1 Structure No. 1124F0496 X Control No. 024 Lane Ind. Milepoint 04960 Facility Carried S.H. 82 Feature Intersected DOUBLE SPRING CREEK Division 01 County 021 Location 2.1N OF JCT S.H. 51 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00082 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 4444 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 3 - Steel Design 02 Length 200 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 5710 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32979 ODOT County 11 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 35:97:53.14 Longitude -94:99:37.66 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 82 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32979 Vault Link http://plansrv1/bridgemaintvault/b32979 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.631428 Longitude DD -95.660461 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32278 x -10648873.8075698 y 4387856.36759576
32978	1124F0476 X	32978	—	S.H. 82	DOUBLE SPRING CREEK TRIB	New Structure Unit	1901	36.6255	-95.653397	42	—	—	3	40	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)		4444	2022	_	Unmatched
Raw data OBJECTID 32277 BRKEY 32978 NBI No. 32978 On Under 1 Structure No. 1124F0476 X Control No. 024 Lane Ind. Milepoint 04760 Facility Carried S.H. 82 Feature Intersected DOUBLE SPRING CREEK TRIB Division 01 County 021 Location 1.9N OF JCT S.H. 51 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00082 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 4444 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 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 42 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 5710 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32978 ODOT County 11 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 35:97:31.8 Longitude -94:99:12.23 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 82 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32978 Vault Link http://plansrv1/bridgemaintvault/b32978 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.6255 Longitude DD -95.653397 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32277 x -10648087.4466868 y 4387034.08157923
32877	6740 0151 X	32877	—	U.S. 270	S.H. 59	80 ft.- 110 ft.- 80 ft. TYPE IV PC BEAM SPANS SKEW 48.84 DEG LF, W/ 44 ft. CLR RDWY AND F-SHAPED PARAPET	2024	35.145194	-96.529111	276.3	47	—	3	48	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4400	2023	5	Unmatched
Raw data OBJECTID 32274 BRKEY 32877 NBI No. 32877 On Under 1 Structure No. 6740 0151 X Control No. 040 Lane Ind. Milepoint 01510 Facility Carried U.S. 270 Feature Intersected S.H. 59 Division 03 County 133 Location JCT U.S. 270 & S.H. 59 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance M Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2024 ADT Total 4400 ADT Year 2023 Design Load NO VALUE GIVEN Skew 48 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 22.66 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 276.3 Deck Width 47 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 92.1 HS Inv. Rating Method 3 HS Inv. Method 54.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6910 Future ADT Year 2050 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane Advanced Warning Sign M Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32877 ODOT County 67 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80 ft.- 110 ft.- 80 ft. TYPE IV PC BEAM SPANS SKEW 48.84 DEG LF, W/ 44 ft. CLR RDWY AND F-SHAPED PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:08:42.7 Longitude -96:31:44.8 I257A I257B I257C I257D I257E 1 I263 Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32877 Vault Link http://plansrv1/bridgemaintvault/b32877 GIS FO/SD Meets Standards H Inv. Method 54.3 Latitude DD 35.145194 Longitude DD -96.529111 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32274 x -10745571.4832474 y 4183629.97624912
32874	3610F0001 X	32874	—	S.H. 11	TRIB TO TURKEY CREEK	New Structure Unit	1901	36.767258	-97.051797	32	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1000	2022	_	Unmatched
Raw data OBJECTID 32271 BRKEY 32874 NBI No. 32874 On Under 1 Structure No. 3610F0001 X Control No. 010 Lane Ind. Milepoint 00010 Facility Carried S.H. 11 Feature Intersected TRIB TO TURKEY CREEK Division 04 County 071 Location .6 E OF U.S.-77 JCT Sufficiency Kind Hwy ! Level Service 0 Route No. 00011 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 1000 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. 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 1300 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 32874 ODOT County 36 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 36:46:02.13 Longitude -97:03:06.47 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 11 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance _ Local Bridge ID NBI Text 32874 Vault Link http://plansrv1/bridgemaintvault/b32874 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.767258 Longitude DD -97.051797 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32271 x -10803756.6226122 y 4406715.01562713
32774	7308F0156EX	32774	—	U.S. 69 NB	U.P. R.R. UNDER	New Structure Unit	1901	35.979172	-95.381039	315	—	—	3	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)		6150	2022	_	Unmatched
Raw data OBJECTID 32270 BRKEY 32774 NBI No. 32774 On Under 1 Structure No. 7308F0156EX Control No. 008 Lane Ind. E Milepoint 01560 Facility Carried U.S. 69 NB Feature Intersected U.P. R.R. UNDER Division 01 County 145 Location 1.5N SH 51 Sufficiency Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance Horizontal Clearance Bridge System 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 6150 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 3 - Steel Design 02 Length 315 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 9840 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 32774 ODOT County 73 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 35:58:45.02 Longitude -95:22:51.74 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 69 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32774 Vault Link http://plansrv1/bridgemaintvault/b32774 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.979172 Longitude DD -95.381039 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32270 x -10617768.6928134 y 4297755.84969214
32773	7308F0073EX	32773	—	U.S. 69 NB	U.P. R.R. UNDER	New Structure Unit	1901	35.96885	-95.388806	219	—	—	3	0	—	—	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)		6150	2022	_	Unmatched
Raw data OBJECTID 32269 BRKEY 32773 NBI No. 32773 On Under 1 Structure No. 7308F0073EX Control No. 008 Lane Ind. E Milepoint 00730 Facility Carried U.S. 69 NB Feature Intersected U.P. R.R. UNDER Division 01 County 145 Location .7N OF SH 51 Sufficiency Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance Horizontal Clearance Bridge System 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 6150 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 3 - Steel Design 02 Length 219 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 9840 Future ADT Year 2042 Bypass Detour 0.12 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 32773 ODOT County 73 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 35:58:07.86 Longitude -95:23:19.7 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 69 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32773 Vault Link http://plansrv1/bridgemaintvault/b32773 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.96885 Longitude DD -95.388806 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32269 x -10618633.3112984 y 4296336.0261703
32769	6630F1050 X	32769	—	E0510	WILL ROGERS TP I-44 UND	New Structure Unit	1901	36.278464	-95.624675	331	—	—	4	40	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	—	_	_	_	_	_	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	130	2022	_	Unmatched
Raw data OBJECTID 32265 BRKEY 32769 NBI No. 32769 On Under 1 Structure No. 6630F1050 X Control No. Lane Ind. Milepoint Facility Carried E0510 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 131 Location 10.9NE OF TP GATE Sufficiency Kind Hwy 4 Level Service 1 Route No. E0510 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total 130 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 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 5 - Prestressed Concrete Design 02 Length 331 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 208 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 32769 ODOT County 66 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 Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:16:42.47 Longitude -95:37:28.83 I257A I257B I257C I257D I257E I263 Roadway Name E0510 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32769 Vault Link http://plansrv1/bridgemaintvault/b32769 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.278464 Longitude DD -95.624675 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32265 x -10644890.1282723 y 4339005.5489918
32666	2654F0178EX	32666	—	U.S. 81 NB	I-44/H.E. BAILEY TP	New Structure Unit	1901	35.024572	-97.934764	308	—	—	4	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32262 BRKEY 32666 NBI No. 32666 On Under 1 Structure No. 2654F0178EX Control No. 054 Lane Ind. E Milepoint 01780 Facility Carried U.S. 81 NB Feature Intersected I-44/H.E. BAILEY TP Division 07 County 051 Location 2.5SW OF I-44/US81 (4TH) Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System 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 10500 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 5 - Prestressed Concrete Design 02 Length 308 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 16800 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 32666 ODOT County 26 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 35:01:28.46 Longitude -97:56:05.15 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 NB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32666 Vault Link http://plansrv1/bridgemaintvault/b32666 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.024572 Longitude DD -97.934764 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32262 x -10902048.0594394 y 4167220.88229061
32665	2654F0178WX	32665	—	U.S. 81 SB	I-44/H.E. BAILEY TP	New Structure Unit	1901	35.025033	-97.935003	308	—	—	4	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32261 BRKEY 32665 NBI No. 32665 On Under 1 Structure No. 2654F0178WX Control No. 054 Lane Ind. W Milepoint 01780 Facility Carried U.S. 81 SB Feature Intersected I-44/H.E. BAILEY TP Division 07 County 051 Location 2.5SW OF I-44/US81 (4TH) Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System 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 10500 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 5 - Prestressed Concrete Design 02 Length 308 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 16800 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 32665 ODOT County 26 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 35:01:30.12 Longitude -97:56:06.01 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32665 Vault Link http://plansrv1/bridgemaintvault/b32665 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.025033 Longitude DD -97.935003 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32261 x -10902074.6647977 y 4167283.54935005
32664	2654F0072EX	32664	—	U.S. 81 NB	QUAIL RD	New Structure Unit	1901	34.98810833	-97.94367222	242	—	—	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32260 BRKEY 32664 NBI No. 32664 On Under 1 Structure No. 2654F0072EX Control No. 054 Lane Ind. E Milepoint 00720 Facility Carried U.S. 81 NB Feature Intersected QUAIL RD Division 07 County 051 Location 1.5E OF I-44/QUAIL RD Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 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 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total 10500 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 242 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 16800 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 32664 ODOT County 26 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 34:59:17.19 Longitude -97:56:37.22 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 NB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32664 Vault Link http://plansrv1/bridgemaintvault/b32664 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.98810833 Longitude DD -97.94367222 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32260 x -10903039.7179537 y 4162265.23101509
32663	2654F0072WX	32663	—	U.S. 81 SB	QUAIL RD	New Structure Unit	1901	34.98835278	-97.94386944	242	—	—	1	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32259 BRKEY 32663 NBI No. 32663 On Under 1 Structure No. 2654F0072WX Control No. 054 Lane Ind. W Milepoint 00720 Facility Carried U.S. 81 SB Feature Intersected QUAIL RD Division 07 County 051 Location 1.5E OF I-44/QUAIL RD Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 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 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total 10500 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 242 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 16800 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 32663 ODOT County 26 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 34:59:18.07 Longitude -97:56:37.93 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32663 Vault Link http://plansrv1/bridgemaintvault/b32663 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.98835278 Longitude DD -97.94386944 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32259 x -10903061.6723837 y 4162298.44601693
32977	1124F0376 X	32977	—	S.H. 82	DBL SPRING CR TRIB OFLOW	New Structure Unit	1901	36.609594	-95.640044	24	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)		4444	2022	_	Unmatched
Raw data OBJECTID 32257 BRKEY 32977 NBI No. 32977 On Under 1 Structure No. 1124F0376 X Control No. 024 Lane Ind. Milepoint 03760 Facility Carried S.H. 82 Feature Intersected DBL SPRING CR TRIB OFLOW Division 01 County 021 Location .9 N OF JCT S.H. 51 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00082 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 4444 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 24 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 5710 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32977 ODOT County 11 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 35:96:34.54 Longitude -94:97:84.16 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 82 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32977 Vault Link http://plansrv1/bridgemaintvault/b32977 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.609594 Longitude DD -95.640044 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32257 x -10646600.9975263 y 4384828.03751036
32976	1124F0384 X	32976	—	S.H. 82	DOUBLE SPRING CREEK TRIB	New Structure Unit	1901	36.612361	-95.64155	36	—	—	3	35	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)		4444	2022	_	Unmatched
Raw data OBJECTID 32256 BRKEY 32976 NBI No. 32976 On Under 1 Structure No. 1124F0384 X Control No. 024 Lane Ind. Milepoint 03840 Facility Carried S.H. 82 Feature Intersected DOUBLE SPRING CREEK TRIB Division 01 County 021 Location 1N OF JCT S.H. 51 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00082 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 4444 ADT Year 2022 Design Load NO VALUE GIVEN Skew 35 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 36 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 5710 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32976 ODOT County 11 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 35:96:44.5 Longitude -94:97:89.58 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 82 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32976 Vault Link http://plansrv1/bridgemaintvault/b32976 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.612361 Longitude DD -95.64155 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 32256 x -10646768.6446794 y 4385211.76716346
32975	1124F0184 X	32975	—	S.H. 82	TAHLEQUAH CREEK	New Structure Unit	1901	36.569775	-95.620619	30	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)		12190	2022	_	Unmatched
Raw data OBJECTID 32255 BRKEY 32975 NBI No. 32975 On Under 1 Structure No. 1124F0184 X Control No. 024 Lane Ind. Milepoint 01840 Facility Carried S.H. 82 Feature Intersected TAHLEQUAH CREEK Division 01 County 021 Location 1S OF JCT S.H. 51 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00082 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 16 - Minor Arterial (Urban) Year Built 1901 ADT Total 12190 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 30 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 16040 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32975 ODOT County 11 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 35:93:71.19 Longitude -94:96:74.23 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 82 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32975 Vault Link http://plansrv1/bridgemaintvault/b32975 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.569775 Longitude DD -95.620619 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 32255 x -10644438.6164176 y 4379307.43214686
32768	4214 0040 X	32768	—	S.H. 51	EAST BEAVER CREEK TRIB	(3) - 8FT X 4FT X 157FT RCB W/ 6FT CURTAIN WALLS EACH END	2023	36.115492	-97.381997	36.5	110	—	3	45	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1600	2022	5	Unmatched
Raw data OBJECTID 32243 BRKEY 32768 NBI No. 32768 On Under 1 Structure No. 4214 0040 X Control No. 014 Lane Ind. Milepoint 00400 Facility Carried S.H. 51 Feature Intersected EAST BEAVER CREEK TRIB Division 04 County 083 Location .4E OF JCT US 77 N Sufficiency 96.8 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.99 Bridge System 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 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 36.5 Deck Width 110 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 213.1 HS Inv. Rating Method 3 HS Inv. Method 164.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2565 Future ADT Year 2042 Bypass Detour 26.7 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32768 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) - 8FT X 4FT X 157FT RCB W/ 6FT CURTAIN WALLS EACH END Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:55.77 Longitude -97:22:55.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32768 Vault Link http://plansrv1/bridgemaintvault/b32768 GIS FO/SD Meets Standards H Inv. Method 164.3 Latitude DD 36.115492 Longitude DD -97.381997 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32243 x -10840514.3184721 y 4316524.55188358
32767	4210 1586 X	32767	—	S.H. 51	BNSF R.R.	95FT - 125FT - 95FT TYPE J P.C. BEAM SPANS WITH TR-4 RAILS	2023	36.1152	-97.39125278	316.667	63.167	—	3	0	3	61	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1600	2022	5	Unmatched
Raw data OBJECTID 32242 BRKEY 32767 NBI No. 32767 On Under 1 Structure No. 4210 1586 X Control No. 010 Lane Ind. Milepoint 15860 Facility Carried S.H. 51 Feature Intersected BNSF R.R. Division 04 County 083 Location .1E OF JCT US 77 N Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 61 Bridge System 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 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 61 Ref. Underclearance Rt. R Underclearance Right 58.5 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 61 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 316.667 Deck Width 63.167 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 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64.2 HS Inv. Rating Method 3 HS Inv. Method 48.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2560 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32767 ODOT County 42 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 95FT - 125FT - 95FT TYPE J P.C. BEAM SPANS WITH TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:54.72 Longitude -97:23:28.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32767 Vault Link http://plansrv1/bridgemaintvault/b32767 GIS FO/SD Meets Standards H Inv. Method 48.6 Latitude DD 36.1152 Longitude DD -97.39125278 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32242 x -10841544.6671886 y 4316484.31419867
32766	4204 1697 X	32766	—	U.S. 77	EAST BEAVER CREEK TRIB	(2) 10FT X 5FT X 241FT RCB W/ 3.5FT DROP & 6FT CURTAIN WALLS EACH END	2023	36.11385	-97.387906	21	239	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.7	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)		620	2022	5	Unmatched
Raw data OBJECTID 32241 BRKEY 32766 NBI No. 32766 On Under 1 Structure No. 4204 1697 X Control No. 004 Lane Ind. Milepoint 16970 Facility Carried U.S. 77 Feature Intersected EAST BEAVER CREEK TRIB Division 04 County 083 Location .4S OF JCT SH 51 Sufficiency 98.7 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.99 Bridge System 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 620 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 21 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 21 Deck Width 239 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 999 HS Inv. Rating Method 3 HS Inv. Method 998 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 992 Future ADT Year 2042 Bypass Detour 26.7 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 32766 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10FT X 5FT X 241FT RCB W/ 3.5FT DROP & 6FT CURTAIN WALLS EACH END Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:49.86 Longitude -97:23:16.46 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 77 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32766 Vault Link http://plansrv1/bridgemaintvault/b32766 GIS FO/SD Meets Standards H Inv. Method 996 Latitude DD 36.11385 Longitude DD -97.387906 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32241 x -10841172.1053432 y 4316298.28575098
32764	4210 1564 X	32764	—	S.H. 51	EAST BEAVER CREEK	(2) 100FT TYPE IV P.C. GIRDER SPANS WITH TR-4 RAILS	2023	36.115364	-97.394844	201.667	58.2	—	2	0	2	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		1600	2022	5	Unmatched
Raw data OBJECTID 32239 BRKEY 32764 NBI No. 32764 On Under 1 Structure No. 4210 1564 X Control No. 010 Lane Ind. Milepoint 15640 Facility Carried S.H. 51 Feature Intersected EAST BEAVER CREEK Division 04 County 083 Location SH 51 .1W OF JCT US77 N Sufficiency 93.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 56 Bridge System 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 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 56 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 201.667 Deck Width 58.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.9 HS Inv. Rating Method 3 HS Inv. Method 49.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2560 Future ADT Year 2042 Bypass Detour 48 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32764 ODOT County 42 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 100FT TYPE IV P.C. GIRDER SPANS WITH TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:55.31 Longitude -97:23:41.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32764 Vault Link http://plansrv1/bridgemaintvault/b32764 GIS FO/SD Meets Standards H Inv. Method 49.6 Latitude DD 36.115364 Longitude DD -97.394844 ODOT County Number 42 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32239 x -10841944.4399703 y 4316506.91342794
32659	2654F0770EX	32659	—	U.S. 81	OLD U.S. 62 / UP R.R.	New Structure Unit	1901	35.065572	-97.96245	344	—	—	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32235 BRKEY 32659 NBI No. 32659 On Under 1 Structure No. 2654F0770EX Control No. 054 Lane Ind. E Milepoint 07700 Facility Carried U.S. 81 Feature Intersected OLD U.S. 62 / UP R.R. Division 07 County 051 Location .4N OF US81/US62 JCT Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 4 Vertical Clearance Horizontal Clearance Bridge System 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 10500 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 344 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 16800 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 32659 ODOT County 26 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 35:03:56.06 Longitude -97:57:44.82 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32659 Vault Link http://plansrv1/bridgemaintvault/b32659 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.065572 Longitude DD -97.96245 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32235 x -10905130.0508615 y 4172795.6912057
32658	2654F0770WX	32658	—	U.S. 81	OLD U.S. 62 / UP R.R.	New Structure Unit	1901	35.065617	-97.962814	348	—	—	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32234 BRKEY 32658 NBI No. 32658 On Under 1 Structure No. 2654F0770WX Control No. 054 Lane Ind. W Milepoint 07700 Facility Carried U.S. 81 Feature Intersected OLD U.S. 62 / UP R.R. Division 07 County 051 Location .4N OF US81/US62 JCT Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System 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 10500 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 348 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 16800 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 32658 ODOT County 26 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 35:03:56.22 Longitude -97:57:46.13 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32658 Vault Link http://plansrv1/bridgemaintvault/b32658 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.065617 Longitude DD -97.962814 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32234 x -10905170.5711562 y 4172801.8114361
32656	2654F0733WX	32656	—	U.S. 81 SB	U.S. 62	New Structure Unit	1901	35.060278	-97.964722	324	—	—	4	10	—	—	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)		10500	2022	_	Unmatched
Raw data OBJECTID 32232 BRKEY 32656 NBI No. 32656 On Under 1 Structure No. 2654F0733WX Control No. 054 Lane Ind. W Milepoint 07330 Facility Carried U.S. 81 SB Feature Intersected U.S. 62 Division 07 County 051 Location 3.3W OF US62/I-44 JCT Sufficiency Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance Bridge System 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 10500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 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 5 - Prestressed Concrete Design 02 Length 324 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 16800 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 32656 ODOT County 26 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 35:03:37 Longitude -97:57:53 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 81 SB Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32656 Vault Link http://plansrv1/bridgemaintvault/b32656 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.060278 Longitude DD -97.964722 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 32232 x -10905382.9687446 y 4172075.70364573
32969	4040F0316 X	32969	—	S.H. 63	UNNAMED CREEK	New Structure Unit	1901	35.212019	-95.666242	20	—	—	2	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)		2300	2022	_	Unmatched
Raw data OBJECTID 32230 BRKEY 32969 NBI No. 32969 On Under 1 Structure No. 4040F0316 X Control No. 040 Lane Ind. Milepoint 03160 Facility Carried S.H. 63 Feature Intersected UNNAMED CREEK Division 02 County 079 Location 2.6E 1.3S OF U.S. 271 Sufficiency Kind Hwy 3 Level Service 1 Route No. 00063 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 2300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 20 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 3100 Future ADT Year 2042 Bypass Detour 7 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 32969 ODOT County 40 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 34:72:43.27 Longitude -94:99:58.47 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 63 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32969 Vault Link http://plansrv1/bridgemaintvault/b32969 GIS FO/SD Meets Standards H Inv. Method Latitude DD 35.212019 Longitude DD -95.666242 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32230 x -10649517.3455461 y 4192731.13747797
32866	0816F0144 X	32866	—	S.H. 8	CREEK	New Structure Unit	1901	34.922625	-98.213389	51	—	—	4	25	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2330	2022	_	Unmatched
Raw data OBJECTID 32224 BRKEY 32866 NBI No. 32866 On Under 1 Structure No. 0816F0144 X Control No. 016 Lane Ind. Milepoint 01440 Facility Carried S.H. 8 Feature Intersected CREEK Division 07 County 015 Location 1.3 N JCT I-277 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 07 - Major Collector (Rural) Year Built 1901 ADT Total 2330 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 1 - Concrete Design 19 Length 51 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 3728 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32866 ODOT County 08 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 34:55:21.45 Longitude -98:12:48.2 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 8 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32866 Vault Link http://plansrv1/bridgemaintvault/b32866 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.922625 Longitude DD -98.213389 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 32224 x -10933064.4525617 y 4153371.15574704