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
30808	0106 0729 X	30808	—	U.S. 59	BALLARD CREEK		65ft.-85ft.-100ft.-65ft. PCB SPAN	2020	36.091944	-94.588889	315	88.6	—	4	45	4	86.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5600	2022	5	Unmatched
Raw data OBJECTID 31318 BRKEY 30808 NBI No. 30808 On Under 1 Structure No. 0106 0729 X Control No. 006 Lane Ind. Milepoint 07290 Facility Carried U.S. 59 Feature Intersected BALLARD CREEK Division 01 County 001 Location 7.2 N OF JCT U.S. 62 Sufficiency 87.8 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2020 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 4 Road Width 86.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 86 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 315 Deck Width 88.6 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.4 HS Inv. Rating Method 3 HS Inv. Method 51.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8960 Future ADT Year 2042 Bypass Detour 24 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30808 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-85ft.-100ft.-65ft. PCB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:31 Longitude -94:35:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30808 NBI Text 30808 Vault Link http://plansrv1/bridgemaintvault/b30808 GIS FO/SD Meets Standards H Inv. Method 51.1 Latitude DD 36.091944 Longitude DD -94.588889 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31318 x -10529586.9581815 y 4313280.11094174
30807	0106 0689 X	30807	—	U.S. 59	BALLARD CREEK		60ft.-95ft.-60 TYPE III/IV PCB X 84ft. CLR W/ TR-4	2020	36.086111	-94.587222	215	86.2	—	3	0	4	84	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5600	2022	5	Unmatched
Raw data OBJECTID 31317 BRKEY 30807 NBI No. 30807 On Under 1 Structure No. 0106 0689 X Control No. 006 Lane Ind. Milepoint 06890 Facility Carried U.S. 59 Feature Intersected BALLARD CREEK Division 01 County 001 Location 6.8 N JCT U.S. 62 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 84 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2020 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 84 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 84 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 215 Deck Width 86.2 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 6 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.1 HS Inv. Rating Method 3 HS Inv. Method 47.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8960 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30807 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-95ft.-60 TYPE III/IV PCB X 84ft. CLR W/ TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:10 Longitude -94:35:14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30807 NBI Text 30807 Vault Link http://plansrv1/bridgemaintvault/b30807 GIS FO/SD Meets Standards H Inv. Method 47.8 Latitude DD 36.086111 Longitude DD -94.587222 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31317 x -10529401.3885903 y 4312476.59105835
30716	5542 0501WXR	30716	—	I-235 SB RAMP	DEEP FORK CREEK		71.92ft.- 71ft.- 71.58ft. TYPE III P.C. BEAM SPANS WITH F-SHAPED RAILS	2020	35.52745	-97.514389	214.69	51	—	3	10	2	47.5	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	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	11 - Principal Arterial Interstate (Rural)	A	4900	2022	5	Unmatched
Raw data OBJECTID 31316 BRKEY 30716 NBI No. 30716 On Under 1 Structure No. 5542 0501WXR Control No. 042 Lane Ind. W Milepoint 05010 Facility Carried I-235 SB RAMP Feature Intersected DEEP FORK CREEK Division 04 County 109 Location 5 N I-40 Sufficiency 98 Kind Hwy 1 Level Service 7 Route No. 00235 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 47.5 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 4900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 3 Road Width 47.5 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 48 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 214.69 Deck Width 51 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 6 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 73.4 HS Inv. Rating Method 3 HS Inv. Method 50.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8700 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 30716 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 71.92ft.- 71ft.- 71.58ft. TYPE III P.C. BEAM SPANS WITH F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 35:31:38.82 Longitude -97:30:51.8 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-235 SB RAMP 44L Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 30716 Vault Link http://plansrv1/bridgemaintvault/b30716 GIS FO/SD Meets Standards H Inv. Method 50.8 Latitude DD 35.52745 Longitude DD -97.514389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31316 x -10855252.1284972 y 4235792.5271605
31002	1910 0837 X	31002	—	S.H. 16	CREEK	-1	CONCRETE CULVERT- DBL. 10X10 TOTAL LENGTH 21ft.	2017	35.796397	-96.262978	38.08	0	—	2	30	2	0	0 - Other	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31308 BRKEY 31002 NBI No. 31002 On Under 1 Structure No. 1910 0837 X Control No. 010 Lane Ind. Milepoint 08370 Facility Carried S.H. 16 Feature Intersected CREEK Division 08 County 037 Location 8.5 E JCT S.H. 48 Sufficiency 97.3 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 4 Appr. Roadway Width 40 Span Type Main M Material 0 - Other Design 19 Length 38.08 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 68 HS Inv. Rating Method 3 HS Inv. Method 52.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 20.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31002 ODOT County 19 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 CONCRETE CULVERT- DBL. 10X10 TOTAL LENGTH 21ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8647 Latitude 35:47:47.03 Longitude -96:15:46.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 16 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31002 Vault Link http://plansrv1/bridgemaintvault/b31002 GIS FO/SD Meets Standards H Inv. Method 35.5 Latitude DD 35.796397 Longitude DD -96.262978 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31308 x -10715945.6932041 y 4272641.95748769
31001	1910 0812 X	31001	—	S.H. 16	CHICKEN CREEK	-1	CONCRETE CULVERT - DBL. 16ft.-16ft.- TOTAL LENGTH 21 FT.	2017	35.799781	-96.263533	21	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31307 BRKEY 31001 NBI No. 31001 On Under 1 Structure No. 1910 0812 X Control No. 010 Lane Ind. Milepoint 08120 Facility Carried S.H. 16 Feature Intersected CHICKEN CREEK Division 08 County 037 Location 8.2 E JCT S.H. 48 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00016 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 21 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31001 ODOT County 19 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 CONCRETE CULVERT - DBL. 16ft.-16ft.- TOTAL LENGTH 21 FT. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:47:59.21 Longitude -96:15:48.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 16 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31001 Vault Link http://plansrv1/bridgemaintvault/b31001 GIS FO/SD Meets Standards H Inv. Method 25.1 Latitude DD 35.799781 Longitude DD -96.263533 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31307 x -10716007.4755215 y 4273106.40441144
31000	6633 0011 X	31000	—	S.H. 266	BIRD CREEK O'FLOW	-1	125ft.-125ft.-125ft.-125ft.-125ft. P. C. BEAM	2016	36.22477778	-95.81331111	627.831	87.001	—	5	0	4	83.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	10800	2022	5	Unmatched
Raw data OBJECTID 31306 BRKEY 31000 NBI No. 31000 On Under 1 Structure No. 6633 0011 X Control No. 033 Lane Ind. Milepoint 00110 Facility Carried S.H. 266 Feature Intersected BIRD CREEK O'FLOW Division 08 County 131 Location 0.2 E OF TULSA C/L Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 83.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 10800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 83.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 627.831 Deck Width 87.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.6 HS Inv. Rating Method 3 HS Inv. Method 44.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 17280 Future ADT Year 2042 Bypass Detour 19.900001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31000 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 125ft.-125ft.-125ft.-125ft.-125ft. P. C. BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:13:29.2 Longitude -95:48:47.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 266 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31000 Vault Link http://plansrv1/bridgemaintvault/b31000 GIS FO/SD Meets Standards H Inv. Method 44.6 Latitude DD 36.22477778 Longitude DD -95.81331111 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31306 x -10665889.0039827 y 4331594.69018403
30999	7231 0179 X	30999	—	S.H. 266	BIRD CREEK	-1	102ft.-102ft.-102ft.-102ft.-70ft. P.C. BEAM	2017	36.222947	-95.820456	478	87	—	5	0	4	85	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.6	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	8900	2022	5	Unmatched
Raw data OBJECTID 31305 BRKEY 30999 NBI No. 30999 On Under 1 Structure No. 7231 0179 X Control No. 031 Lane Ind. Milepoint 01790 Facility Carried S.H. 266 Feature Intersected BIRD CREEK Division 08 County 143 Location .25 WEST OF ROGERS C/L Sufficiency 90.6 Kind Hwy 3 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 85 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2017 ADT Total 8900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 85 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 85 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 478 Deck Width 87 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 69.6 HS Inv. Rating Method 3 HS Inv. Method 53.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14240 Future ADT Year 2042 Bypass Detour 13.999999 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30999 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 4 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 102ft.-102ft.-102ft.-102ft.-70ft. P.C. BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 36:13:22.61 Longitude -95:49:13.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 266 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30999 Vault Link http://plansrv1/bridgemaintvault/b30999 GIS FO/SD Meets Standards H Inv. Method 53 Latitude DD 36.222947 Longitude DD -95.820456 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31305 x -10666684.3694993 y 4331342.05860755
30902	7702 1072EX	30902	—	U.S. 183	UNNAMED CREEK	-1	3-32 ft. SLAB SPANS	2018	36.239444	-99.1275	96.001	40.1	—	3	0	2	38	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.4	Satisfactory (6)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4300	2022	5	Unmatched
Raw data OBJECTID 31304 BRKEY 30902 NBI No. 30902 On Under 1 Structure No. 7702 1072EX Control No. 002 Lane Ind. E Milepoint 10720 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 8.6 SE JCT S.H. 50 Sufficiency 90.4 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 01 Length 96.001 Deck Width 40.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.1 HS Inv. Rating Method 3 HS Inv. Method 30.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30902 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-32 ft. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:14:22 Longitude -99:07:39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30902 Vault Link http://plansrv1/bridgemaintvault/b30902 GIS FO/SD Meets Standards H Inv. Method 30.2 Latitude DD 36.239444 Longitude DD -99.1275 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31304 x -11034822.8236102 y 4333618.71334109
30901	7702 0907 X	30901	—	U.S. 183	UNNAMED CREEK		3-10ft.X6ft.X190ft. RCB	2018	36.226944	-99.102222	34	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4300	2022	5	Unmatched
Raw data OBJECTID 31303 BRKEY 30901 NBI No. 30901 On Under 1 Structure No. 7702 0907 X Control No. 002 Lane Ind. Milepoint 09070 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 9 NW MAJOR C/L Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 34 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48.1 HS Inv. Rating Method 3 HS Inv. Method 37.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6880 Future ADT Year 2042 Bypass Detour 39.8 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30901 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X6ft.X190ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:13:37 Longitude -99:06:08 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30901 Vault Link http://plansrv1/bridgemaintvault/b30901 GIS FO/SD Meets Standards H Inv. Method 37.1 Latitude DD 36.226944 Longitude DD -99.102222 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31303 x -11032008.889522 y 4331893.61717536
30900	7702 1162 X	30900	—	U.S. 183	UNNAMED CREEK		4-10ft.X3ft.X208ft. RCB	2018	36.246028	-99.141508	44	0	—	4	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	4600	2022	5	Unmatched
Raw data OBJECTID 31302 BRKEY 30900 NBI No. 30900 On Under 1 Structure No. 7702 1162 X Control No. 002 Lane Ind. Milepoint 11620 Facility Carried U.S. 183 Feature Intersected UNNAMED CREEK Division 06 County 153 Location 7 SE JCT S.H. 50 Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 44 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 52.3 HS Inv. Rating Method 3 HS Inv. Method 40.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7360 Future ADT Year 2042 Bypass Detour 39.8 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30900 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-10ft.X3ft.X208ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:14:45.7 Longitude -99:08:29.43 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30900 Vault Link http://plansrv1/bridgemaintvault/b30900 GIS FO/SD Meets Standards H Inv. Method 40.3 Latitude DD 36.246028 Longitude DD -99.141508 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31302 x -11036382.1870373 y 4334527.46690458
30899	5904 0829 X	30899	—	U.S. 64	HELL ROARING CREEK		75ft.-80ft.-75ft. INTEGRAL TYPE III PCB BRIDGE.	2018	36.28833333	-96.64333333	230.5	42.17	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 31301 BRKEY 30899 NBI No. 30899 On Under 1 Structure No. 5904 0829 X Control No. 004 Lane Ind. Milepoint 08290 Facility Carried U.S. 64 Feature Intersected HELL ROARING CREEK Division 08 County 117 Location 8.4 E OF JCT S.H. 18 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 230.5 Deck Width 42.17 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 61.6 HS Inv. Rating Method 3 HS Inv. Method 45.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2003 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30899 ODOT County 59 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75ft.-80ft.-75ft. INTEGRAL TYPE III PCB BRIDGE. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:17:18 Longitude -96:38:36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30899 Vault Link http://plansrv1/bridgemaintvault/b30899 GIS FO/SD Meets Standards H Inv. Method 45.8 Latitude DD 36.28833333 Longitude DD -96.64333333 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31301 x -10758286.6548602 y 4340368.46809442
30898	5904 1230 X	30898	—	U.S. 64	RANCH CREEK		100ft.-120ft.-130ft. SIMPLE SPAN CONVENTIONAL TYPE IV & J PC BRIDGE	2019	36.286111	-96.570833	351.67	42.17	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31300 BRKEY 30898 NBI No. 30898 On Under 1 Structure No. 5904 1230 X Control No. 004 Lane Ind. Milepoint 12300 Facility Carried U.S. 64 Feature Intersected RANCH CREEK Division 08 County 117 Location 12.5 E OF JCT. S.H. 18 Sufficiency 96.1 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2019 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 351.67 Deck Width 42.17 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.7 HS Inv. Rating Method 3 HS Inv. Method 47.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2009 Future ADT Year 2042 Bypass Detour 36 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 30898 ODOT County 59 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft.-120ft.-130ft. SIMPLE SPAN CONVENTIONAL TYPE IV & J PC BRIDGE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:17:10 Longitude -96:34:15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30898 Vault Link http://plansrv1/bridgemaintvault/b30898 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 36.286111 Longitude DD -96.570833 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31300 x -10750215.9550423 y 4340061.55725038
30705	1502 0214 X	30705	—	U.S. 75	COAL CREEK	-1	45ft.-75ft.-45ft. TYPE III P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW	2016	34.445414	-96.206583	165.499	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.3	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3400	2022	5	Unmatched
Raw data OBJECTID 31287 BRKEY 30705 NBI No. 30705 On Under 1 Structure No. 1502 0214 X Control No. 002 Lane Ind. Milepoint 02140 Facility Carried U.S. 75 Feature Intersected COAL CREEK Division 03 County 029 Location 2.2 MI. N. ATOKA C/L Sufficiency 93.3 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2016 ADT Total 3400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5440 Future ADT Year 2042 Bypass Detour 26.100001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30705 ODOT County 15 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-75ft.-45ft. TYPE III P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:26:43.49 Longitude -96:12:23.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30705 Vault Link http://plansrv1/bridgemaintvault/b30705 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.445414 Longitude DD -96.206583 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31287 x -10709667.8305208 y 4088768.20546429
30998	5412 0643 X	30998	—	S.H. 48	LITTLE WALNUT CREEK		2-20ft.X 12ft. X 127ft. R.C. BOX SKEWED 10 RIGHT FORWARD	2018	35.565456	-96.388025	44.1	0	—	2	10	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.3	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1762	2022	5	Unmatched
Raw data OBJECTID 31286 BRKEY 30998 NBI No. 30998 On Under 1 Structure No. 5412 0643 X Control No. 012 Lane Ind. Milepoint 06430 Facility Carried S.H. 48 Feature Intersected LITTLE WALNUT CREEK Division 03 County 107 Location 5.9 N JCT U.S. 62 Sufficiency 92.3 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 1762 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 44.1 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 100 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2367 Future ADT Year 2042 Bypass Detour 54.7 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 30998 ODOT County 54 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-20ft.X 12ft. X 127ft. R.C. BOX SKEWED 10 RIGHT FORWARD Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:33:55.64 Longitude -96:23:16.89 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 48 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30998 Vault Link http://plansrv1/bridgemaintvault/b30998 GIS FO/SD Meets Standards H Inv. Method 68.8 Latitude DD 35.565456 Longitude DD -96.388025 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31286 x -10729865.8615693 y 4240992.35218067
30997	5412 0598 X	30997	—	S.H. 48	WALNUT CREEK		60ft-65ft-60ft TYPE III P.C. BM. SPANS W/ 40.0ft CLR. RDWY. & TR-4 TRAFFIC RAIL	2018	35.558919	-96.38805	185.5	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.3	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1762	2022	5	Unmatched
Raw data OBJECTID 31285 BRKEY 30997 NBI No. 30997 On Under 1 Structure No. 5412 0598 X Control No. 012 Lane Ind. Milepoint 05980 Facility Carried S.H. 48 Feature Intersected WALNUT CREEK Division 03 County 107 Location 5.5 N JCT U.S. 62 Sufficiency 92.3 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 1762 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 185.5 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2367 Future ADT Year 2042 Bypass Detour 54.7 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 30997 ODOT County 54 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft-65ft-60ft TYPE III P.C. BM. SPANS W/ 40.0ft CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:33:32.11 Longitude -96:23:16.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 48 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 30997 Vault Link http://plansrv1/bridgemaintvault/b30997 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 35.558919 Longitude DD -96.38805 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31285 x -10729868.6445566 y 4240097.81112705
30896	7541 1042 X	30896	—	S.H. 115	GYP CREEK	-1	2-20ft.X17ft.X72ft. RDY. R.C.B.	2015	35.248081	-98.711683	40	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	400	2022	5	Unmatched
Raw data OBJECTID 31280 BRKEY 30896 NBI No. 30896 On Under 1 Structure No. 7541 1042 X Control No. 041 Lane Ind. Milepoint 10420 Facility Carried S.H. 115 Feature Intersected GYP CREEK Division 05 County 149 Location 3 S OF S.H. 152 JCT Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00115 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2015 ADT Total 400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 90.6 HS Inv. Rating Method 3 HS Inv. Method 69.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 640 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30896 ODOT County 75 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 2-20ft.X17ft.X72ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:14:53.09 Longitude -98:42:42.06 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 115 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30896 Vault Link http://plansrv1/bridgemaintvault/b30896 GIS FO/SD Meets Standards H Inv. Method 69.9 Latitude DD 35.248081 Longitude DD -98.711683 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31280 x -10988534.286907 y 4197645.67582271
30895	4306 0469 X	30895	—	S.H. 32	MUD CREEK	-1	4-100ft., 1-130ft., 1-70ft. P.C. BM SPANS 40ft. CLR.RDY. SKEW 20 DEG. LF. W/TR-4 RAIL	2017	33.94088611	-97.47761667	600	42	—	1	20	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	510	2022	5	Unmatched
Raw data OBJECTID 31279 BRKEY 30895 NBI No. 30895 On Under 1 Structure No. 4306 0469 X Control No. 006 Lane Ind. Milepoint 04690 Facility Carried S.H. 32 Feature Intersected MUD CREEK Division 07 County 085 Location 4.8 E OF JEFFERSON C/L Sufficiency 99.8 Kind Hwy 3 Level Service 1 Route No. 00032 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 600 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 59 HS Inv. Rating Method 3 HS Inv. Method 35 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 816 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30895 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-100ft., 1-130ft., 1-70ft. P.C. BM SPANS 40ft. CLR.RDY. SKEW 20 DEG. LF. W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 33:56:27.19 Longitude -97:28:39.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 32 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 30895 Vault Link http://plansrv1/bridgemaintvault/b30895 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 33.94088611 Longitude DD -97.47761667 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31279 x -10851158.6514463 y 4020867.23422
30894	4306 0401 X	30894	—	S.H. 32	MUD CREEK O'FLOW		6-100ft. P.C. BM. SPANS 40ft. CLR RDY. W/TR-4 RAIL	2018	33.9403	-97.48979722	600	42.2	—	6	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	650	2022	5	Unmatched
Raw data OBJECTID 31278 BRKEY 30894 NBI No. 30894 On Under 1 Structure No. 4306 0401 X Control No. 006 Lane Ind. Milepoint 04010 Facility Carried S.H. 32 Feature Intersected MUD CREEK O'FLOW Division 07 County 085 Location 4.1 E OF JEFFERSON C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00032 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 600 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 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 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 76 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 900 Future ADT Year 2042 Bypass Detour 0 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 30894 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-100ft. P.C. BM. SPANS 40ft. CLR RDY. W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:56:25.08 Longitude -97:29:23.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 32 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 8 NBI Text 30894 Vault Link http://plansrv1/bridgemaintvault/b30894 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 33.9403 Longitude DD -97.48979722 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31278 x -10852514.5840699 y 4020788.58892619
30704	1504 0709 X	30704	—	U.S. 75	ROCK CREEK	-1	50ft.-75ft.-50ft. TYPE III P.C.BM. SPANS 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS. NO SKEW	2016	34.676619	-96.267031	175.499	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.4	Good (7)	Satisfactory (6)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2200	2022	5	Unmatched
Raw data OBJECTID 31268 BRKEY 30704 NBI No. 30704 On Under 1 Structure No. 1504 0709 X Control No. 004 Lane Ind. Milepoint 07090 Facility Carried U.S. 75 Feature Intersected ROCK CREEK Division 03 County 029 Location 7.2 MI. N SH 3 Sufficiency 91.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2016 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 175.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3520 Future ADT Year 2042 Bypass Detour 42.299998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30704 ODOT County 15 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-75ft.-50ft. TYPE III P.C.BM. SPANS 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS. NO SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:40:35.83 Longitude -96:16:01.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30704 Vault Link http://plansrv1/bridgemaintvault/b30704 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.676619 Longitude DD -96.267031 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31268 x -10716396.8711003 y 4120021.33559636
30703	5568 0226SX	30703	—	I-40 EB	CRUTCHO CREEK		65FT; 75FT; 76.7FT TYPE III P.C. BEAM SPANS SK 30DEG RF W/ F-SHAPE PARAPETS	2022	35.451336	-97.435047	216.667	87	—	3	30	5	83.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	39000	2022	5	Unmatched
Raw data OBJECTID 31267 BRKEY 30703 NBI No. 30703 On Under 1 Structure No. 5568 0226SX Control No. 068 Lane Ind. S Milepoint 02260 Facility Carried I-40 EB Feature Intersected CRUTCHO CREEK Division 04 County 109 Location 2.3 E OF JCT I-35 Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 83.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 39000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 83.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 216.667 Deck Width 87 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.7 HS Inv. Rating Method 3 HS Inv. Method 47.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 62400 Future ADT Year 2042 Bypass Detour 0.1 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 30703 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65FT; 75FT; 76.7FT TYPE III P.C. BEAM SPANS SK 30DEG RF W/ F-SHAPE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:27:04.81 Longitude -97:26:06.17 I257A I257B I257C I257D I257E I263 Roadway Name I-40 EB 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 30703 Vault Link http://plansrv1/bridgemaintvault/b30703 GIS FO/SD Meets Standards H Inv. Method 47.7 Latitude DD 35.451336 Longitude DD -97.435047 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31267 x -10846419.8174587 y 4225386.32039286
30702	5568 0226NX	30702	—	I-40 W.B.	CRUTCHO CREEK		65FT; 75FT; 76.7FT TYPE III P.C. BEAM SPANS SKEWED 30DEG RF W/ F-SHAPE PARAPETS	2022	35.451678	-97.435022	216.667	87	—	3	30	5	83.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	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	11 - Principal Arterial Interstate (Rural)	A	39000	2022	5	Unmatched
Raw data OBJECTID 31266 BRKEY 30702 NBI No. 30702 On Under 1 Structure No. 5568 0226NX Control No. 068 Lane Ind. N Milepoint 02260 Facility Carried I-40 W.B. Feature Intersected CRUTCHO CREEK Division 04 County 109 Location 2.3 E JCT I-35 Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 83.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 39000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 83.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 216.667 Deck Width 87 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 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.7 HS Inv. Rating Method 3 HS Inv. Method 47.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 62400 Future ADT Year 2042 Bypass Detour 0.1 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 30702 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65FT; 75FT; 76.7FT TYPE III P.C. BEAM SPANS SKEWED 30DEG RF W/ F-SHAPE PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:27:06.04 Longitude -97:26:06.08 I257A I257B I257C I257D I257E I263 Roadway Name I-40 W. B. Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30702 Vault Link http://plansrv1/bridgemaintvault/b30702 GIS FO/SD Meets Standards H Inv. Method 47.6 Latitude DD 35.451678 Longitude DD -97.435022 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31266 x -10846417.0344714 y 4225433.05615541
30701	5568 0245NX	30701	—	I-40 W.B.	S.E. 15TH ST. UNDER		84ft - 100ft - 100ft- 84ft CONT. PLATE GIRDERS SK. 57 DEG. W/ F-SHAPED PARAPETS	2022	35.449858	-97.428392	367.667	72	—	4	57	4	71.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35000	2022	5	Unmatched
Raw data OBJECTID 31265 BRKEY 30701 NBI No. 30701 On Under 1 Structure No. 5568 0245NX Control No. 068 Lane Ind. N Milepoint 02450 Facility Carried I-40 W.B. Feature Intersected S.E. 15TH ST. UNDER Division 04 County 109 Location 3.6 E OF JCT I-35 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 71.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 35000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 57 No. Main Spans 4 Road Width 71.999 Ref. Underclearance Rt. H Underclearance Right 4 Underclearance Left 2 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 71.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 367.667 Deck Width 72 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 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 68.3 HS Inv. Rating Method 3 HS Inv. Method 52.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 56000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30701 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 84ft - 100ft - 100ft- 84ft CONT. PLATE GIRDERS SK. 57 DEG. W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:26:59.49 Longitude -97:25:42.21 I257A I257B I257C I257D I257E I263 Roadway Name I-40 W.B. 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 30701 Vault Link http://plansrv1/bridgemaintvault/b30701 GIS FO/SD Meets Standards H Inv. Method 52.6 Latitude DD 35.449858 Longitude DD -97.428392 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31265 x -10845678.9862474 y 4225184.3476563
30700	5568 0245SX	30700	—	I-40 E.B.	S.E. 15TH ST. UNDER		84ft - 100ft - 100ft- 84ft CONT. PLATE GIRDERS SK. 57 DEG. W/ F-SHAPED PARAPETS	2022	35.449858	-97.432292	367.667	77.999	—	4	57	4	77.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	39000	2022	5	Unmatched
Raw data OBJECTID 31264 BRKEY 30700 NBI No. 30700 On Under 1 Structure No. 5568 0245SX Control No. 068 Lane Ind. S Milepoint 02450 Facility Carried I-40 E.B. Feature Intersected S.E. 15TH ST. UNDER Division 04 County 109 Location 2.6 E. OF JCT I-35 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 77.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 39000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 57 No. Main Spans 4 Road Width 77.999 Ref. Underclearance Rt. H Underclearance Right 4 Underclearance Left 2 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 77.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 367.667 Deck Width 77.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 68.3 HS Inv. Rating Method 3 HS Inv. Method 52.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 62400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30700 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 84ft - 100ft - 100ft- 84ft CONT. PLATE GIRDERS SK. 57 DEG. W/ F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:26:59.49 Longitude -97:25:56.25 I257A I257B I257C I257D I257E I263 Roadway Name I-40 E.B. 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 30700 Vault Link http://plansrv1/bridgemaintvault/b30700 GIS FO/SD Meets Standards H Inv. Method 52.6 Latitude DD 35.449858 Longitude DD -97.432292 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31264 x -10846113.1322615 y 4225184.3476563
30698	0844 0034 X	30698	—	S.H. 58	DEER CREEK	-1	4-90ft. P/S CONC. BEAM SPANS	2017	35.541167	-98.578317	362	42	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.5	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 31244 BRKEY 30698 NBI No. 30698 On Under 1 Structure No. 0844 0034 X Control No. 044 Lane Ind. Milepoint 00340 Facility Carried S.H. 58 Feature Intersected DEER CREEK Division 05 County 039 Location .4 N OF I-40 JCT Sufficiency 90.5 Kind Hwy 3 Level Service 1 Route No. 0058 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 3100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 362 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67 HS Inv. Rating Method 3 HS Inv. Method 32 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4960 Future ADT Year 2042 Bypass Detour 31 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30698 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-90ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:32:28.2 Longitude -98:34:41.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 58 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30698 Vault Link http://plansrv1/bridgemaintvault/b30698 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 35.541167 Longitude DD -98.578317 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31244 x -10973688.0516979 y 4237668.94663138
30697	7508 1345 X	30697	—	S.H. 152	A.T. & S.F. R.R. UNDER	-1	93ft.-114ft.-93ft. P/S CONC. BEAM SPANS, SK. 20 DEG. L.F.	2016	35.29126389	-99.12684444	302.001	42.001	—	3	21	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 31243 BRKEY 30697 NBI No. 30697 On Under 1 Structure No. 7508 1345 X Control No. 008 Lane Ind. Milepoint 13450 Facility Carried S.H. 152 Feature Intersected A.T. & S.F. R.R. UNDER Division 05 County 149 Location 13.5 E OF BECKHAM C/L Sufficiency 92.1 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 1800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 21 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. R Underclearance Right 51.001 Underclearance Left 51.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 302.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 71.9 HS Inv. Rating Method 3 HS Inv. Method 48 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 27.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30697 ODOT County 75 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 93ft.-114ft.-93ft. P/S CONC. BEAM SPANS, SK. 20 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:17:28.55 Longitude -99:07:36.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30697 Vault Link http://plansrv1/bridgemaintvault/b30697 GIS FO/SD FO H Inv. Method 47.9 Latitude DD 35.29126389 Longitude DD -99.12684444 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31243 x -11034749.8470048 y 4203533.5277891
30986	5308 1729 X	30986	—	U.S. 169	OPOSSUM CREEK OVERFLOW	-1	INTEGRAL, 45ft.-55ft.-45ft. STEEL BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, NO SKEW	2018	36.952619	-95.628972	145.499	47.001	—	3	0	2	43.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5700	2022	5	Unmatched
Raw data OBJECTID 31239 BRKEY 30986 NBI No. 30986 On Under 1 Structure No. 5308 1729 X Control No. 008 Lane Ind. Milepoint 17290 Facility Carried U.S. 169 Feature Intersected OPOSSUM CREEK OVERFLOW Division 08 County 105 Location 17 N OF JCT U.S. 60 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 5700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 145.499 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71 HS Inv. Rating Method 3 HS Inv. Method 54 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30986 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description INTEGRAL, 45ft.-55ft.-45ft. STEEL BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, NO SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:57:09.43 Longitude -95:37:44.3 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30986 Vault Link http://plansrv1/bridgemaintvault/b30986 GIS FO/SD Meets Standards H Inv. Method 53 Latitude DD 36.952619 Longitude DD -95.628972 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31239 x -10645368.4681242 y 4432504.54302651
30985	5308 1323 X	30985	—	U.S. 169	HICKORY CREEK	-1	CONVENTIONAL, 100ft.-100ft.-75ft. TYPE IV P.C. BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, SKEW 60 DEG	2018	36.893381	-95.628903	281.499	47.001	—	3	60	2	43.999	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)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 31238 BRKEY 30985 NBI No. 30985 On Under 1 Structure No. 5308 1323 X Control No. 008 Lane Ind. Milepoint 13230 Facility Carried U.S. 169 Feature Intersected HICKORY CREEK Division 08 County 105 Location 13.5 N OF JCT U.S. 169 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 4900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 281.499 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 94 HS Inv. Rating Method 3 HS Inv. Method 46 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7840 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30985 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description CONVENTIONAL, 100ft.-100ft.-75ft. TYPE IV P.C. BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, SKEW 60 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:53:36.17 Longitude -95:37:44.05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30985 Vault Link http://plansrv1/bridgemaintvault/b30985 GIS FO/SD Meets Standards H Inv. Method 45 Latitude DD 36.893381 Longitude DD -95.628903 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31238 x -10645360.7870793 y 4424255.87499163
30984	5308 1722 X	30984	—	U.S. 169	OPOSSUM CREEK	-1	INTEGRAL, 45ft.-75ft.-45ft. STEEL BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, NO SKEW	2018	36.951581	-95.629044	165.499	47.001	—	3	0	2	43.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5700	2022	5	Unmatched
Raw data OBJECTID 31237 BRKEY 30984 NBI No. 30984 On Under 1 Structure No. 5308 1722 X Control No. 008 Lane Ind. Milepoint 17220 Facility Carried U.S. 169 Feature Intersected OPOSSUM CREEK Division 08 County 105 Location 17 N OF JCT U.S. 60 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2018 ADT Total 5700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 165.499 Deck Width 47.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82 HS Inv. Rating Method 3 HS Inv. Method 63 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30984 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description INTEGRAL, 45ft.-75ft.-45ft. STEEL BEAM SPANS, 44ft.-0in. CLEAR ROADWAY, NO SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:57:05.69 Longitude -95:37:44.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30984 Vault Link http://plansrv1/bridgemaintvault/b30984 GIS FO/SD Meets Standards H Inv. Method 62 Latitude DD 36.951581 Longitude DD -95.629044 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31237 x -10645376.4831275 y 4432359.95025281
30880	1411 0403 X	30880	—	S.H. 9	DAVE BLUE CREEK	-1	60ft.-95ft.-60ft. P.C. BM. SPANS SKEWED 45 DEG. LF W/ 84.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL	2017	35.189167	-97.346944	215.899	86.201	—	3	45	4	83.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	12120	2022	5	Unmatched
Raw data OBJECTID 31229 BRKEY 30880 NBI No. 30880 On Under 1 Structure No. 1411 0403 X Control No. 011 Lane Ind. Milepoint 04030 Facility Carried S.H. 9 Feature Intersected DAVE BLUE CREEK Division 03 County 027 Location 4 MI. E. JCT US 77 Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 83.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2017 ADT Total 12120 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 83.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 83.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 215.899 Deck Width 86.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71 HS Inv. Rating Method 3 HS Inv. Method 48 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 17900 Future ADT Year 2042 Bypass Detour 55.900002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30880 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-95ft.-60ft. P.C. BM. SPANS SKEWED 45 DEG. LF W/ 84.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:11:21 Longitude -97:20:49 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30880 Vault Link http://plansrv1/bridgemaintvault/b30880 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.189167 Longitude DD -97.346944 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 31229 x -10836612.2363613 y 4189617.99118595
30979	0610 1062 X	30979	—	S.H. 3	CREEK	-1	60ft.-70ft.-60ft. P/S CONC. BEAM SPANS	2016	35.841031	-98.229064	190	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	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	02 - Principal Arterial Other (Rural)	B	2100	2022	5	Unmatched
Raw data OBJECTID 31214 BRKEY 30979 NBI No. 30979 On Under 1 Structure No. 0610 1062 X Control No. 010 Lane Ind. Milepoint 10620 Facility Carried S.H. 3 Feature Intersected CREEK Division 05 County 011 Location 10.8 E OF U.S. 270 Sufficiency 82.9 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2016 ADT Total 2100 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 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 190 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3360 Future ADT Year 2042 Bypass Detour 66 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30979 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-70ft.-60ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:50:27.71 Longitude -98:13:44.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30979 Vault Link http://plansrv1/bridgemaintvault/b30979 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 35.841031 Longitude DD -98.229064 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31214 x -10934809.3855799 y 4278769.47208842
30978	6018 0552 X	30978	—	S.H.. 51 E.B.	UNNAMED CREEK		(3) 45FT P.C.BEAM SPANS W/ TR-4 RAILS ON 45 DEG LF SKEW	2023	36.10944444	-97.25638889	140.333	40.167	—	3	45	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	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)	C	4850	2022	5	Unmatched
Raw data OBJECTID 31213 BRKEY 30978 NBI No. 30978 On Under 1 Structure No. 6018 0552 X Control No. 018 Lane Ind. Milepoint 05520 Facility Carried S.H.. 51 E.B. Feature Intersected UNNAMED CREEK Division 04 County 119 Location 5.6 E OF LOGAN CO. Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2023 ADT Total 4850 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 140.333 Deck Width 40.167 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.3 HS Inv. Rating Method 3 HS Inv. Method 61.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7760 Future ADT Year 2042 Bypass Detour 0.1 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 30978 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 45FT P.C.BEAM SPANS W/ TR-4 RAILS ON 45 DEG LF SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:34 Longitude -97:15:23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name S.H. 51 E.B. Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30978 Vault Link http://plansrv1/bridgemaintvault/b30978 GIS FO/SD Meets Standards H Inv. Method 61.8 Latitude DD 36.10944444 Longitude DD -97.25638889 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31213 x -10826531.6876274 y 4315691.22689368
30875	6416F0751 X	30875	—	S.H. 3	KIAMICHI RIVER		4-135ft. TYPE J PCB SPANS X 40ft. CLR RDWY	1901	34.20039167	-95.48544167	540	-1	—	4	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31206 BRKEY 30875 NBI No. 30875 On Under 1 Structure No. 6416F0751 X Control No. 016 Lane Ind. Milepoint 07510 Facility Carried S.H. 3 Feature Intersected KIAMICHI RIVER Division 02 County 127 Location 8 E OF ANTLERS Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 540 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30875 ODOT County 64 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 4-135ft. TYPE J PCB SPANS X 40ft. CLR RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:12:01.41 Longitude -95:29:07.59 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 3 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30875 Vault Link http://plansrv1/bridgemaintvault/b30875 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.20039167 Longitude DD -95.48544167 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31206 x -10629390.7448752 y 4055741.57528032
30874	1016 1201 X	30874	—	S.H. 53	HICKORY CREEK		65ft.-75ft.-65ft. PCB, 40ft. CLR & TR-4	2020	34.332786	-97.296839	205	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.4	Satisfactory (6)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31205 BRKEY 30874 NBI No. 30874 On Under 1 Structure No. 1016 1201 X Control No. 016 Lane Ind. Milepoint 12010 Facility Carried S.H. 53 Feature Intersected HICKORY CREEK Division 07 County 019 Location 12 E OF S.H. 76 Sufficiency 90.4 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 205 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49 HS Inv. Rating Method 3 HS Inv. Method 29 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30874 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-75ft.-65ft. PCB, 40ft. CLR & TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:58.03 Longitude -97:17:48.62 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 45 NBI Text 30874 Vault Link http://plansrv1/bridgemaintvault/b30874 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.332786 Longitude DD -97.296839 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31205 x -10831034.5732751 y 4073575.06801569
30873	1016 0944 X	30873	—	S.H. 53	SPRING CREEK		3-50ft. PCB, 40ft. CLR & TR-4	2020	34.332403	-97.341692	150	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.5	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31204 BRKEY 30873 NBI No. 30873 On Under 1 Structure No. 1016 0944 X Control No. 016 Lane Ind. Milepoint 09440 Facility Carried S.H. 53 Feature Intersected SPRING CREEK Division 07 County 019 Location 9.5 E OF S.H. 76 Sufficiency 92.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 150 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47 HS Inv. Rating Method 3 HS Inv. Method 31 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30873 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PCB, 40ft. CLR & TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:56.65 Longitude -97:20:30.09 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 44 NBI Text 30873 Vault Link http://plansrv1/bridgemaintvault/b30873 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.332403 Longitude DD -97.341692 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31204 x -10836027.5863957 y 4073523.43744841
30778	3712 1610 X	30778	—	S.H. 51	TURKEY CREEK	-1	3-135 TYPE J PCB, 40ft. RDWY. TR-4, SK 30 RF	2015	36.11694444	-97.92638889	408.999	42.165	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.4	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2800	2022	5	Unmatched
Raw data OBJECTID 31199 BRKEY 30778 NBI No. 30778 On Under 1 Structure No. 3712 1610 X Control No. 012 Lane Ind. Milepoint 16100 Facility Carried S.H. 51 Feature Intersected TURKEY CREEK Division 04 County 073 Location 1.5 W JCT OF U.S. 81 Sufficiency 90.4 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2015 ADT Total 2800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 408.999 Deck Width 42.165 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 78 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4480 Future ADT Year 2042 Bypass Detour 44.699999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 30778 ODOT County 37 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-135 TYPE J PCB, 40ft. RDWY. TR-4, SK 30 RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9868 Latitude 36:07:01 Longitude -97:55:35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30778 Vault Link http://plansrv1/bridgemaintvault/b30778 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.11694444 Longitude DD -97.92638889 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31199 x -10901115.7464589 y 4316724.70076105
30777	2712 1470 X	30777	—	S.H. 11	POND CREEK		80ft.-75ft.-80ft. TYPE IV PCB, 40ft. RDWY, TR-4, SK 30	2018	36.810581	-97.842589	238.33	42.169	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 31198 BRKEY 30777 NBI No. 30777 On Under 1 Structure No. 2712 1470 X Control No. 012 Lane Ind. Milepoint 14700 Facility Carried S.H. 11 Feature Intersected POND CREEK Division 04 County 053 Location 14.9 E OF ALFALFA CO. Sufficiency 96.3 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2018 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 238.33 Deck Width 42.169 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70 HS Inv. Rating Method 3 HS Inv. Method 34 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1760 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30777 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-75ft.-80ft. TYPE IV PCB, 40ft. RDWY, TR-4, SK 30 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index 100 Latitude 36:48:38.09 Longitude -97:50:33.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30777 Vault Link http://plansrv1/bridgemaintvault/b30777 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 36.810581 Longitude DD -97.842589 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31198 x -10891787.1853755 y 4412737.00650348
30872	1016 0808 X	30872	—	S.H. 53	WEST SPRING CREEK		3-14ft.X12ft. RCB	2020	34.332322	-97.365317	42	86	—	3	0	2	84	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 31185 BRKEY 30872 NBI No. 30872 On Under 1 Structure No. 1016 0808 X Control No. 016 Lane Ind. Milepoint 08080 Facility Carried S.H. 53 Feature Intersected WEST SPRING CREEK Division 07 County 019 Location 8.3 E OF SH. 76 Sufficiency 95.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 84 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 42 Deck Width 86 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 96.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30872 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-14ft.X12ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:56.36 Longitude -97:21:55.14 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 43 NBI Text 30872 Vault Link http://plansrv1/bridgemaintvault/b30872 GIS FO/SD Meets Standards H Inv. Method 61.2 Latitude DD 34.332322 Longitude DD -97.365317 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31185 x -10838657.5093657 y 4073512.51822025
30871	3418 1006 X	30871	—	S.H. 89	POST OAK CREEK	-1	50ft.-70ft.-50ft. PCB BRIDGE SKEWED 30 DEG W/ 40ft. CLR TR-4	2016	34.124517	-97.581486	178.501	42	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	510	2022	5	Unmatched
Raw data OBJECTID 31184 BRKEY 30871 NBI No. 30871 On Under 1 Structure No. 3418 1006 X Control No. 018 Lane Ind. Milepoint 10060 Facility Carried S.H. 89 Feature Intersected POST OAK CREEK Division 07 County 067 Location 10.1 N. OF S.H. 32 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00089 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 510 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 178.501 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 67 HS Inv. Rating Method 3 HS Inv. Method 35 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 816 Future ADT Year 2042 Bypass Detour 23.6 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30871 ODOT County 34 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-70ft.-50ft. PCB BRIDGE SKEWED 30 DEG W/ 40ft. CLR TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:07:28.26 Longitude -97:34:53.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 89 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 052 NBI Text 30871 Vault Link http://plansrv1/bridgemaintvault/b30871 GIS FO/SD Meets Standards H Inv. Method 34 Latitude DD 34.124517 Longitude DD -97.581486 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31184 x -10862721.332371 y 4045533.89650234
30870	3406 0802 X	30870	—	U.S. 81	FLAT CREEK	-1	70ft.-70ft.-50ft. PCB BRIDGE W/44ft. CLR TR-4	2016	33.988594	-97.9409	200.499	46.171	—	3	0	2	43.999	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	02 - Principal Arterial Other (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 31183 BRKEY 30870 NBI No. 30870 On Under 1 Structure No. 3406 0802 X Control No. 006 Lane Ind. Milepoint 08020 Facility Carried U.S. 81 Feature Intersected FLAT CREEK Division 07 County 067 Location 8.2 N OF TX S/L Sufficiency 93.9 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2016 ADT Total 1600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 200.499 Deck Width 46.171 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2560 Future ADT Year 2042 Bypass Detour 48 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30870 ODOT County 34 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.-70ft.-50ft. PCB BRIDGE W/44ft. CLR TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 33:59:18.94 Longitude -97:56:27.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23 NBI Text 30870 Vault Link http://plansrv1/bridgemaintvault/b30870 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 33.988594 Longitude DD -97.9409 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31183 x -10902731.1158349 y 4027270.58181357
30869	3524 0381 X	30869	—	S.H. 99	WASHITA RIVER	-1	(2-105ft.)-150ft.-200ft.-150ft.-105ft. TYPE IV PC BM. & CONTINUOUS WEATHERING STEEL SPANS W/ 44.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS	2016	34.219867	-96.701622	816	46	—	3	0	2	44	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Satisfactory (6)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 31182 BRKEY 30869 NBI No. 30869 On Under 1 Structure No. 3524 0381 X Control No. 024 Lane Ind. Milepoint 03810 Facility Carried S.H. 99 Feature Intersected WASHITA RIVER Division 03 County 069 Location 1.2 MI. S JCT S.H. 22 Sufficiency 93.7 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2016 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 4 - Steel Continuous Design 02 Length 816 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.4 HS Inv. Rating Method 3 HS Inv. Method 30.4 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 18.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30869 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (2-105ft.)-150ft.-200ft.-150ft.-105ft. TYPE IV PC BM. & CONTINUOUS WEATHERING STEEL SPANS W/ 44.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:13:11.52 Longitude -96:42:05.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30869 Vault Link http://plansrv1/bridgemaintvault/b30869 GIS FO/SD Meets Standards H Inv. Method 30.3 Latitude DD 34.219867 Longitude DD -96.701622 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31182 x -10764775.3199236 y 4058363.13894301
30776	2712 1993 X	30776	—	S.H. 11	CREEK		2-10ft. X 6ft. X 60ft. RCB	2018	36.81061111	-97.74751389	21.001	62.001	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 31179 BRKEY 30776 NBI No. 30776 On Under 1 Structure No. 2712 1993 X Control No. 012 Lane Ind. Milepoint 19930 Facility Carried S.H. 11 Feature Intersected CREEK Division 04 County 053 Location .7 W OF JCT U.S. 81 Sufficiency 97.5 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 60 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2018 ADT Total 1500 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 4 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 62.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 83.49 HS Inv. Rating Method 3 HS Inv. Method 64.41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2540 Future ADT Year 2042 Bypass Detour 21.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30776 ODOT County 27 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 6ft. X 60ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index 100 Latitude 36:48:38.2 Longitude -97:44:51.05 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30776 Vault Link http://plansrv1/bridgemaintvault/b30776 GIS FO/SD Meets Standards H Inv. Method 38.73 Latitude DD 36.81061111 Longitude DD -97.74751389 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31179 x -10881203.4725432 y 4412741.19304322
30775	2712 1809 X	30775	—	S.H. 11	COTTONWOOD CREEK		35ft.-65ft.-35ft. PCB, 40ft. RDWY W/ TR-4	2018	36.81061667	-97.78093056	135.499	42.169	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 31178 BRKEY 30775 NBI No. 30775 On Under 1 Structure No. 2712 1809 X Control No. 012 Lane Ind. Milepoint 18090 Facility Carried S.H. 11 Feature Intersected COTTONWOOD CREEK Division 04 County 053 Location 2.6 W OF JCT U.S. 81 Sufficiency 95.8 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2018 ADT Total 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 135.499 Deck Width 42.169 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2540 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30775 ODOT County 27 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 35ft.-65ft.-35ft. PCB, 40ft. RDWY W/ TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index 100 Latitude 36:48:38.22 Longitude -97:46:51.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30775 Vault Link http://plansrv1/bridgemaintvault/b30775 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 36.81061667 Longitude DD -97.78093056 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31178 x -10884923.3992316 y 4412741.96611418
30774	2712 1788 X	30774	—	S.H. 11	OSAGE CREEK		3-70ft. TYPE III PCB, 40ft. RDWY, TR-4	2018	36.81057222	-97.78462778	210.499	42.169	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.3	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1588	2022	5	Unmatched
Raw data OBJECTID 31177 BRKEY 30774 NBI No. 30774 On Under 1 Structure No. 2712 1788 X Control No. 012 Lane Ind. Milepoint 17880 Facility Carried S.H. 11 Feature Intersected OSAGE CREEK Division 04 County 053 Location 8.1 E OF JCT S.H. 11A Sufficiency 94.3 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2018 ADT Total 1588 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210.499 Deck Width 42.169 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2540 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30774 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. TYPE III PCB, 40ft. RDWY, TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index 99.1 Latitude 36:48:38.06 Longitude -97:47:04.66 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30774 Vault Link http://plansrv1/bridgemaintvault/b30774 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 36.81057222 Longitude DD -97.78462778 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31177 x -10885334.9718794 y 4412735.78571936
31076	5604 0719EX	31076	—	U.S. 62 /US 75 NB	BURGESS CREEK	-1	45ft.-60ft.-45ft. I-BEAM SPANS	2016	35.532778	-95.952222	150.499	41.001	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2022	5	Unmatched
Raw data OBJECTID 31173 BRKEY 31076 NBI No. 31076 On Under 1 Structure No. 5604 0719EX Control No. 004 Lane Ind. E Milepoint 07190 Facility Carried U.S. 62 /US 75 NB Feature Intersected BURGESS CREEK Division 01 County 111 Location 7.19 N JCT I-40 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2016 ADT Total 7950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.499 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 52.9 HS Inv. Rating Method 3 HS Inv. Method 40.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31076 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-60ft.-45ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:31:58 Longitude -95:57:08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 /US 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 31076 Vault Link http://plansrv1/bridgemaintvault/b31076 GIS FO/SD Meets Standards H Inv. Method 40.6 Latitude DD 35.532778 Longitude DD -95.952222 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31173 x -10681352.4935231 y 4236521.33376787
31075	5604 0847EX	31075	—	US 62 /US 75 NB	DEEP FORK CREEK O'FLOW	-1	(7) 75ft. I-BEAM SPANS	2016	35.551389	-95.951389	525	41.001	—	7	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2022	5	Unmatched
Raw data OBJECTID 31172 BRKEY 31075 NBI No. 31075 On Under 1 Structure No. 5604 0847EX Control No. 004 Lane Ind. E Milepoint 08470 Facility Carried US 62 /US 75 NB Feature Intersected DEEP FORK CREEK O'FLOW Division 01 County 111 Location 8.47 N JCT I-40 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2016 ADT Total 7950 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 7 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 525 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 51.9 HS Inv. Rating Method 3 HS Inv. Method 39.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12720 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31075 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (7) 75ft. I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:33:05 Longitude -95:57:05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62/U.S. 75 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 31075 Vault Link http://plansrv1/bridgemaintvault/b31075 GIS FO/SD Meets Standards H Inv. Method 39.8 Latitude DD 35.551389 Longitude DD -95.951389 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31172 x -10681259.7643873 y 4239067.47564078
31072	5801T2870 X	31072	—	CO. RD. N4680	WILL ROGERS TP I-44 UND	-1	105ft.-137ft. P.C. BEAM	2015	36.96949722	-94.65085833	242.001	28.199	—	2	0	2	26.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	67	2022	5	Unmatched
Raw data OBJECTID 31169 BRKEY 31072 NBI No. 31072 On Under 1 Structure No. 5801T2870 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4680 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 85.9 NE OF TP GATE Sufficiency 100 Kind Hwy 4 Level Service 1 Route No. N4670 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 2.001 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 2015 ADT Total 67 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 25 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242.001 Deck Width 28.199 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 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 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 65.9 HS Inv. Rating Method 3 HS Inv. Method 49.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 107 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31072 ODOT County 58 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 105ft.-137ft. P.C. BEAM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:58:10.19 Longitude -94:39:03.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name N4670 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 85.90 NBI Text 31072 Vault Link http://plansrv1/bridgemaintvault/b31072 GIS FO/SD Meets Standards H Inv. Method 49.7 Latitude DD 36.96949722 Longitude DD -94.65085833 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31169 x -10536485.3524419 y 4434855.94548912
30965	4405 1982 X	30965	—	LADD RD.	I-35 UNDER		50 ft. ( 2 - 115ft. CONT.) 50 ft. STEEL GIRDER SPANS SKEWED 37 DEG. RF, W/ 40.0 ft. CLR. RDWY. & TR-4 TRAFFIC RAILS	2020	35.117017	-97.443581	332.6	42.2	—	4	37	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Excellent (9)	Good (7)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1100	2022	5	Unmatched
Raw data OBJECTID 31164 BRKEY 30965 NBI No. 30965 On Under 1 Structure No. 4405 1982 X Control No. Lane Ind. Milepoint Facility Carried LADD RD. Feature Intersected I-35 UNDER Division 03 County 087 Location 5.9 S OF CLEVELAND C/L Sufficiency 98 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2020 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 37 No. Main Spans 4 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 332.6 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. 1 Deck Rating 7 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 55.5 HS Inv. Rating Method 3 HS Inv. Method 42.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1800 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30965 ODOT County 44 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 50 ft. ( 2 - 115ft. CONT.) 50 ft. STEEL GIRDER SPANS SKEWED 37 DEG. RF, W/ 40.0 ft. CLR. RDWY. & TR-4 TRAFFIC RAILS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:07:01.26 Longitude -97:26:36.89 I257A I257B I257C I257D I257E I263 Roadway Name LADD ROAD 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 30965 Vault Link http://plansrv1/bridgemaintvault/b30965 GIS FO/SD Meets Standards H Inv. Method 42.7 Latitude DD 35.117017 Longitude DD -97.443581 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31164 x -10847369.8179931 y 4179794.67935673
30862	1216 1652 X	30862	—	S.H. 109	KIAMICHI RIVER		3-130ft. TYPE J BT	2024	33.969106	-95.278608	390	42.2	—	5	0	2	24	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.2	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	440	2022	5	Unmatched
Raw data OBJECTID 31157 BRKEY 30862 NBI No. 30862 On Under 1 Structure No. 1216 1652 X Control No. 016 Lane Ind. Milepoint 16520 Facility Carried S.H. 109 Feature Intersected KIAMICHI RIVER Division 02 County 023 Location 3.6S of U.S. 70 JCT Sufficiency 83.2 Kind Hwy 3 Level Service 1 Route No. 00109 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2024 ADT Total 440 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 24 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 390 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 0 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.4 HS Inv. Rating Method 3 HS Inv. Method 51.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 704 Future ADT Year 2042 Bypass Detour 19 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30862 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.1 Rt. Curb SW 1.1 Description 3-130ft. TYPE J BT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:58:08.78 Longitude -95:16:42.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 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 31 NBI Text 30862 Vault Link http://plansrv1/bridgemaintvault/b30862 GIS FO/SD Meets Standards H Inv. Method 51.5 Latitude DD 33.969106 Longitude DD -95.278608 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31157 x -10606366.1260519 y 4024654.47072112
30770	2628 0443 X	30770	—	S.H. 37	SNAKE CREEK		3-14ft.X7ft.X83ft. CL. RDY. RCB SK 40 DEGREES R.F.	2023	35.305358	-97.869353	46	82	—	3	40	2	80	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 31155 BRKEY 30770 NBI No. 30770 On Under 1 Structure No. 2628 0443 X Control No. 028 Lane Ind. Milepoint 04430 Facility Carried S.H. 37 Feature Intersected SNAKE CREEK Division 07 County 051 Location 4.5 E OF U.S. 81 Sufficiency 91 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 41 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2023 ADT Total 2600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 No. Main Spans 3 Road Width 80 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 41 Span Type Main M Material 1 - Concrete Design 19 Length 46 Deck Width 82 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 82.9 HS Inv. Rating Method 3 HS Inv. Method 63.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2650 Future ADT Year 2042 Bypass Detour 44.7 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30770 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-14ft.X7ft.X83ft. CL. RDY. RCB SK 40 DEGREES R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:18:19.29 Longitude -97:52:09.67 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 37 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 72-26 NBI Text 30770 Vault Link http://plansrv1/bridgemaintvault/b30770 GIS FO/SD Meets Standards H Inv. Method 63.8 Latitude DD 35.305358 Longitude DD -97.869353 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31155 x -10894766.5402271 y 4205455.8953268
30769	2528 1335 X	30769	—	S.H. 74	BEEF CREEK	-1	70ft.-50ft. TYPE III P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. & 5.0ft. SIDEWALKS & TR. RAIL	2016	34.814722	-97.405556	120.499	52.201	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1836	2022	5	Unmatched
Raw data OBJECTID 31154 BRKEY 30769 NBI No. 30769 On Under 1 Structure No. 2528 1335 X Control No. 028 Lane Ind. Milepoint 13350 Facility Carried S.H. 74 Feature Intersected BEEF CREEK Division 03 County 049 Location 0.1 MI. S JCT SH 19 Sufficiency 95.9 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 1836 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.499 Deck Width 52.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 66 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2244 Future ADT Year 2042 Bypass Detour 29.199999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30769 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description 70ft.-50ft. TYPE III P.C. BM. SPANS W/ 40.0ft. CLR. RDWY. & 5.0ft. SIDEWALKS & TR. RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.9399 Latitude 34:48:53 Longitude -97:24:20 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 74 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30769 Vault Link http://plansrv1/bridgemaintvault/b30769 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 34.814722 Longitude DD -97.405556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31154 x -10843136.8943557 y 4138731.0227184