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
05446	0836R0221 X	5446	—	S.H. 58	CREEK	0836 0221 X	3-20ft. I-BM. SPANS SK	1937	35.13358611	-98.60082222	62.992	25.499	—	3	45	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2016	4	Unmatched
Raw data OBJECTID 5830 BRKEY 5446 NBI No. 5446 On Under 1 Structure No. 0836R0221 X Control No. 036 Lane Ind. Milepoint 02210 Facility Carried S.H. 58 Feature Intersected CREEK Division 07 County 015 Location 2.1 MI N JCT SH 9 Sufficiency 61.8 Kind Hwy 3 Level Service 1 Route No. 00058 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1937 ADT Total 1400 ADT Year 2016 Design Load H 15 Skew 45 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24.029 Span Type Main M Material 3 - Steel Design 02 Length 62.992 Deck Width 25.499 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.5 HS Inv. Rating Method 1 HS Inv. Method 29.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2036 Bypass Detour 29.204446 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05446 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-20ft. I-BM. SPANS SK Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0836 0221 X H Index 72.6307 Latitude 35:08:00.91 Longitude -98:36:02.96 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 4 Local Bridge ID 89 NBI Text 05446 Vault Link http://plansrv1/bridgemaintvault/b05446 GIS FO/SD Meets Standards H Inv. Method 16.5 Latitude DD 35.13358611 Longitude DD -98.60082222 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5830 x -10976193.3213285 y 4182049.81391775
05352	4726R0324 X	5352	—	U.S. 412	CREEK	4726 0324 X	3-10ft. X 10ft. X 44.5ft.	1937	36.41237222	-98.83205278	32.152	44.501	—	3	0	2	43.501	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2100	2014	4	Unmatched
Raw data OBJECTID 5826 BRKEY 5352 NBI No. 5352 On Under 1 Structure No. 4726R0324 X Control No. 026 Lane Ind. Milepoint 03240 Facility Carried U.S. 412 Feature Intersected CREEK Division 06 County 093 Location 3.3 MI E JCT US 281 Sufficiency 89.3 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance n Horizontal Clearance 42.5 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 1937 ADT Total 2100 ADT Year 2014 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 43.501 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 02 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 44.501 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2034 Bypass Detour 47.22421 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign n Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05352 ODOT County 47 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 3-10ft. X 10ft. X 44.5ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4726 0324 X H Index 84.6782 Latitude 36:24:44.54 Longitude -98:49:55.39 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 412 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05352 Vault Link http://plansrv1/bridgemaintvault/b05352 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.41237222 Longitude DD -98.83205278 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5826 x -11001933.7895235 y 4357512.52040593
05351	6220 0298 X	5351	—	S.H. 48	CREEK	6220 0298 X	2-10ft.X10ft.X30ft. RC BOX	1937	34.71898056	-96.43491389	32.152	22.001	—	2	45	2	22.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67.1	Fair (5)	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	400	2022	4	Unmatched
Raw data OBJECTID 5825 BRKEY 5351 NBI No. 5351 On Under 1 Structure No. 6220 0298 X Control No. 020 Lane Ind. Milepoint 02980 Facility Carried S.H. 48 Feature Intersected CREEK Division 03 County 123 Location 2.7 MI N COAL C/L Sufficiency 67.1 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 21.982 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 1937 ADT Total 400 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 2 Road Width 22.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 22.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 640 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05351 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X10ft.X30ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6220 0298 X H Index 96.04 Latitude 34:43:08.33 Longitude -96:26:05.69 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 4 Local Bridge ID -1 NBI Text 05351 Vault Link http://plansrv1/bridgemaintvault/b05351 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 34.71898056 Longitude DD -96.43491389 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5825 x -10735085.508928 y 4125756.99976207
05350	7530R0274 X	5350	—	S.H. 55	CREEK	7530 0274 X	36ft. I-BEAM SPAN	1937	35.160281	-99.127278	37.073	26.001	—	1	0	2	24.003	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.3	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1100	2020	4	Unmatched
Raw data OBJECTID 5824 BRKEY 5350 NBI No. 5350 On Under 1 Structure No. 7530R0274 X Control No. 030 Lane Ind. Milepoint 02740 Facility Carried S.H. 55 Feature Intersected CREEK Division 05 County 149 Location 2.7 MI E JCT S.H. 44 Sufficiency 65.3 Kind Hwy 3 Level Service 1 Route No. 00055 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 24.003 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 1937 ADT Total 1100 ADT Year 2020 Design Load H 15 Skew 0 No. Main Spans 1 Road Width 24.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.002 Span Type Main M Material 3 - Steel Design 02 Length 37.073 Deck Width 26.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2040 Bypass Detour 29.204446 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 05350 ODOT County 75 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft. I-BEAM SPAN Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7530 0274 X H Index 67.0605 Latitude 35:09:37.01 Longitude -99:07:38.2 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 55 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05350 Vault Link http://plansrv1/bridgemaintvault/b05350 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.160281 Longitude DD -99.127278 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5824 x -11034798.1106833 y 4185684.08077019
05349	2006 0265 X	5349	—	U.S. 183	CREEK	2006 0265 X	3-10ft.X7ft.X247ft. RDY. R.C.B.	1937	35.50354444	-98.96440833	34.121	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7400	2022	4	Unmatched
Raw data OBJECTID 5823 BRKEY 5349 NBI No. 5349 On Under 1 Structure No. 2006 0265 X Control No. 006 Lane Ind. Milepoint 02650 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 039 Location 2.8 MI N WASHITA C/L Sufficiency 84.8 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 80 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 1937 ADT Total 7400 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 20 Appr. Roadway Width 86.001 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 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 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 638.8 HS Inv. Rating Method 1 HS Inv. Method 383.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11840 Future ADT Year 2042 Bypass Detour 45.981468 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05349 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X7ft.X247ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2006 0265 X H Index 97.69 Latitude 35:30:12.76 Longitude -98:57:51.87 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 4 Local Bridge ID -1 NBI Text 05349 Vault Link http://plansrv1/bridgemaintvault/b05349 GIS FO/SD Meets Standards H Inv. Method 357.2 Latitude DD 35.50354444 Longitude DD -98.96440833 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5823 x -11016667.5419532 y 4232523.1282145
05348	1304 0102 X	5348	—	U.S. 64	CREEK	1304 0102 X	3-10ft.X3ft.X 87.5ft.RCB SKEWED @ S. END	1937	36.73371944	-102.46695278	32.152	92.001	—	3	0	2	92.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1300	2022	5	Unmatched
Raw data OBJECTID 5822 BRKEY 5348 NBI No. 5348 On Under 1 Structure No. 1304 0102 X Control No. 004 Lane Ind. Milepoint 01020 Facility Carried U.S. 64 Feature Intersected CREEK Division 06 County 025 Location 1.1 MI. NE. JCT.US287 Sufficiency 99.4 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 85 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 1937 ADT Total 1300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 92.001 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 32.152 Deck Width 92.001 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 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05348 ODOT County 13 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 3-10ft.X3ft.X 87.5ft.RCB SKEWED @ S. END Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1304 0102 X H Index 97.362 Latitude 36:44:01.39 Longitude -102:28:01.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 05348 Vault Link http://plansrv1/bridgemaintvault/b05348 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.73371944 Longitude DD -102.46695278 ODOT County Number 13 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5822 x -11406569.006608 y 4402055.41931011
05347	2206 0081 X	5347	—	U.S. 60	CREEK	2206 0081 X	3-10ft.X4ft.X42ft. RDY. R.C.B., SK. 30 DEG. L.F.	1937	36.14436667	-98.94136944	38.058	44.003	—	3	30	2	42.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2400	2022	4	Unmatched
Raw data OBJECTID 5821 BRKEY 5347 NBI No. 5347 On Under 1 Structure No. 2206 0081 X Control No. 006 Lane Ind. Milepoint 00810 Facility Carried U.S. 60 Feature Intersected CREEK Division 05 County 043 Location 0.6 MI E JCT U.S. 183 Sufficiency 98.8 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1937 ADT Total 2400 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 29.003 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 44.003 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 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.9 HS Inv. Rating Method 1 HS Inv. Method 34.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 4.97097 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 05347 ODOT County 22 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X4ft.X42ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2206 0081 X H Index 67 Latitude 36:08:39.72 Longitude -98:56:28.93 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05347 Vault Link http://plansrv1/bridgemaintvault/b05347 GIS FO/SD Meets Standards H Inv. Method 19.3 Latitude DD 36.14436667 Longitude DD -98.94136944 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5821 x -11014102.86445 y 4320504.22908327
05253	4040R2690 X	5253	—	S.H. 63	KIAMICHI RIVER O'FLOW	4040 2690 X	(2) 10ft. X 3ft. X 31ft. RCB	1937	34.63933611	-94.61388333	22.999	32.999	—	2	0	2	31.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.4	Fair (5)	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	320	2016	4	Unmatched
Raw data OBJECTID 5817 BRKEY 5253 NBI No. 5253 On Under 1 Structure No. 4040R2690 X Control No. 040 Lane Ind. Milepoint 26900 Facility Carried S.H. 63 Feature Intersected KIAMICHI RIVER O'FLOW Division 02 County 079 Location 1.94 E JCT US-259 Sufficiency 80.4 Kind Hwy 3 Level Service 1 Route No. 00063 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 31.001 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 1937 ADT Total 320 ADT Year 2016 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 31.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 01 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 512 Future ADT Year 2036 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05253 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 10ft. X 3ft. X 31ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4040 2690 X H Index 99.01 Latitude 34:38:21.61 Longitude -94:36:49.98 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 63 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 144 NBI Text 05253 Vault Link http://plansrv1/bridgemaintvault/b05253 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 34.63933611 Longitude DD -94.61388333 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5817 x -10532369.3142698 y 4114975.73931268
05252	4040R2670 X	5252	—	S.H. 63	KIAMICHI RIVER O'FLOW	4040 2670 X	(2) 10ft. X 3ft. X 31ft. RCB	1937	34.63959167	-94.614425	22.999	32.999	—	2	0	2	31.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.4	Fair (5)	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	320	2016	4	Unmatched
Raw data OBJECTID 5816 BRKEY 5252 NBI No. 5252 On Under 1 Structure No. 4040R2670 X Control No. 040 Lane Ind. Milepoint 26700 Facility Carried S.H. 63 Feature Intersected KIAMICHI RIVER O'FLOW Division 02 County 079 Location 1.74 E JCT US-259 Sufficiency 80.4 Kind Hwy 3 Level Service 1 Route No. 00063 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 31.001 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 1937 ADT Total 320 ADT Year 2016 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 31.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 03 Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 512 Future ADT Year 2036 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05252 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 10ft. X 3ft. X 31ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4040 2670 X H Index 98.68 Latitude 34:38:22.53 Longitude -94:36:51.93 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 63 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 143 NBI Text 05252 Vault Link http://plansrv1/bridgemaintvault/b05252 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 34.63959167 Longitude DD -94.614425 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5816 x -10532429.6126984 y 4115010.3172282
05251	5128R2137 XC	5251	—	S.H. 10 SD	CREEK	5128R2137 XC	2-10ft.X 4ft.X 40ft. R.C.BOX, ON A PRIVATE DRIVE, DELETED 1/9/96	1937	35.76833333	-95.265	21.982	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	20	1999	4	Unmatched
Raw data OBJECTID 5815 BRKEY 5251 NBI No. 5251 On Under 1 Structure No. 5128R2137 XC Control No. 028 Lane Ind. Milepoint 21370 Facility Carried S.H. 10 SD Feature Intersected CREEK Division 01 County 101 Location 10' SOUTH OF SH 10 Sufficiency 83 Kind Hwy 3 Level Service 1 Route No. 00010 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 1937 ADT Total 20 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 02 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 4 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 30 Future ADT Year 2017 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05251 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 4ft.X 40ft. R.C.BOX, ON A PRIVATE DRIVE, DELETED 1/9/96 Route Flag P Status Flag R On Off System 1 Frontage Ind. C Alt. Structure Name 5128R2137 XC H Index 100 Latitude 35:46:06 Longitude -95:15:54 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 10 SD Scour 6 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05251 Vault Link http://plansrv1/bridgemaintvault/b05251 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.76833333 Longitude DD -95.265 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5815 x -10604851.2904212 y 4268791.03938891
05438	5128 2061 X	5438	—	S.H. 10	SHIMOON CREEK	5128 2061 X	(13ft.-17ft.-13ft.)X 12ft.X	1937	35.76948889	-95.24304722	54.134	32.001	—	3	30	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87	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	2200	2022	4	Unmatched
Raw data OBJECTID 5804 BRKEY 5438 NBI No. 5438 On Under 1 Structure No. 5128 2061 X Control No. 028 Lane Ind. Milepoint 20610 Facility Carried S.H. 10 Feature Intersected SHIMOON CREEK Division 01 County 101 Location 21.4 MI N C/L Sufficiency 87 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1937 ADT Total 2200 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 54.134 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3520 Future ADT Year 2042 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 05438 ODOT County 51 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 (13ft.-17ft.-13ft.)X 12ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5128 2061 X H Index 91.9062 Latitude 35:46:10.16 Longitude -95:14:34.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 10 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05438 Vault Link http://plansrv1/bridgemaintvault/b05438 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.76948889 Longitude DD -95.24304722 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5804 x -10602407.5181301 y 4268949.57937812
05437	2208R1735 X	5437	—	U.S. 183	CREEK	2208 1735 X	4 -10ft.X6ft.X30ft. RDY R.C.B., SK. 30 DEG. L.F.	1937	36.059042	-98.973033	50.853	32.001	—	4	30	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1700	2017	4	Unmatched
Raw data OBJECTID 5803 BRKEY 5437 NBI No. 5437 On Under 1 Structure No. 2208R1735 X Control No. 008 Lane Ind. Milepoint 17350 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 043 Location 17.4 MI N CUSTER C/L Sufficiency 82.5 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1937 ADT Total 1700 ADT Year 2017 Design Load H 20 Skew 30 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 50.853 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 39.793 HS Inv. Rating Method 3 HS Inv. Method 30.754 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2720 Future ADT Year 2037 Bypass Detour 62.75849 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 05437 ODOT County 22 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4 -10ft.X6ft.X30ft. RDY R.C.B., SK. 30 DEG. L.F. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2208 1735 X H Index 86.9192 Latitude 36:03:32.55 Longitude -98:58:22.92 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 4 Local Bridge ID -1 NBI Text 05437 Vault Link http://plansrv1/bridgemaintvault/b05437 GIS FO/SD Meets Standards H Inv. Method 17.086 Latitude DD 36.059042 Longitude DD -98.973033 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5803 x -11017627.6358259 y 4308748.50434389
05346	7616 0067 X	5346	—	U.S. 281	CREEK	7616 0067 X	2-10X5X188.8 RCB	1937	36.80699722	-98.64792778	21.001	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 5802 BRKEY 5346 NBI No. 5346 On Under 1 Structure No. 7616 0067 X Control No. 016 Lane Ind. Milepoint 00670 Facility Carried U.S. 281 Feature Intersected CREEK Division 06 County 151 Location 0.7 MI N JCT US-64 Sufficiency 88.7 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 77.5 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 1937 ADT Total 3900 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 13 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 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 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 98 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6240 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 05346 ODOT County 76 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10X5X188.8 RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7616 0067 X H Index 94.75 Latitude 36:48:25.19 Longitude -98:38:52.54 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 281 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 05346 Vault Link http://plansrv1/bridgemaintvault/b05346 GIS FO/SD Meets Standards H Inv. Method 96 Latitude DD 36.80699722 Longitude DD -98.64792778 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5802 x -10981437.0882812 y 4412238.72409444
05345	1304 0054 X	5345	—	U.S. 64	CREEK	1304 0054 X	3-10ft.X 3ft.X 88ft. R.C.B	1937	36.72898611	-102.47304722	32.152	87.999	—	3	0	2	86.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1300	2022	5	Unmatched
Raw data OBJECTID 5801 BRKEY 5345 NBI No. 5345 On Under 1 Structure No. 1304 0054 X Control No. 004 Lane Ind. Milepoint 00540 Facility Carried U.S. 64 Feature Intersected CREEK Division 06 County 025 Location 00.7 MI. NE.JCT.US287 Sufficiency 99.8 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 86.001 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 1937 ADT Total 1300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 86.001 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 32.152 Deck Width 87.999 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 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05345 ODOT County 13 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 3-10ft.X 3ft.X 88ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1304 0054 X H Index 97.7051 Latitude 36:43:44.35 Longitude -102:28:22.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 05345 Vault Link http://plansrv1/bridgemaintvault/b05345 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.72898611 Longitude DD -102.47304722 ODOT County Number 13 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5801 x -11407247.4365655 y 4401397.96984603
05250	5128R2081 XC	5250	—	S.H. 10 SD	CREEK	5128R2081 XC	3-9ft. TIMBER SPANS	1937	35.76833333	-95.265	27.887	15	—	3	0	1	15	7 - Wood or Timber	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	25	Not applicable (N)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	09 - Local (Rural)	B	-1	2005	4	Unmatched
Raw data OBJECTID 5796 BRKEY 5250 NBI No. 5250 On Under 1 Structure No. 5128R2081 XC Control No. 028 Lane Ind. Milepoint 20810 Facility Carried S.H. 10 SD Feature Intersected CREEK Division 01 County 101 Location 20' SOUTH OF SH 10 Sufficiency 25 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 15 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1937 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 0 No. Main Spans 3 Road Width 15 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type _ No. Lanes 1 Fill RCB -1 Appr. Roadway Width 36.001 Span Type Main M Material 7 - Wood or Timber Design 02 Length 27.887 Deck Width 15 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 4 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating N Deck Geometry 7 Underclearance N Bridge Posting 0 Waterway Adequacy 6 Approach Alignment 4 HS Operating Rating Method 2 HS Operating Rating 2.976 HS Inv. Rating Method 2 HS Inv. Method 2.976 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 100 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05250 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 3-9ft. TIMBER SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. C Alt. Structure Name 5128R2081 XC H Index 100 Latitude 35:46:06 Longitude -95:15:54 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 10 SD Scour 6 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05250 Vault Link http://plansrv1/bridgemaintvault/b05250 GIS FO/SD SD H Inv. Method 2.976 Latitude DD 35.76833333 Longitude DD -95.265 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 5796 x -10604851.2904212 y 4268791.03938891
05249	0408R1955 X	5249	—	U.S. 83	CREEK	0408R1955 X	3-8ft.X 6ft.X 39.3ft. R.C. BOX.	1937	36.76833333	-100.84833333	25.919	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	86.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1970	1999	4	Unmatched
Raw data OBJECTID 5795 BRKEY 5249 NBI No. 5249 On Under 1 Structure No. 0408R1955 X Control No. 008 Lane Ind. Milepoint 19550 Facility Carried U.S. 83 Feature Intersected CREEK Division 06 County 007 Location 6.8 MI.S. JCT. US64 Sufficiency 86.2 Kind Hwy 2 Level Service 1 Route No. 00083 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 1937 ADT Total 1970 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 03 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1800 Future ADT Year 2017 Bypass Detour 60.273005 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05249 ODOT County 04 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 3-8ft.X 6ft.X 39.3ft. R.C. BOX. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0408R1955 X H Index 100 Latitude 36:46:06 Longitude -100:50:54 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 83 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05249 Vault Link http://plansrv1/bridgemaintvault/b05249 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.76833333 Longitude DD -100.84833333 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5795 x -11226385.1136459 y 4406864.44763192
05248	2204 1812 X	5248	—	U.S. 60	CREEK	2204 1812 X	2-10ft.X10ft.X 69ft. RDY. R.C.B.	1937	36.14413333	-98.97398056	22.966	71.001	—	2	0	2	69.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1300	2022	4	Unmatched
Raw data OBJECTID 5794 BRKEY 5248 NBI No. 5248 On Under 1 Structure No. 2204 1812 X Control No. 004 Lane Ind. Milepoint 18120 Facility Carried U.S. 60 Feature Intersected CREEK Division 05 County 043 Location 1.1 MI W JCT U.S. 183 Sufficiency 94.8 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 69.003 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1937 ADT Total 1300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 69.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 9 Appr. Roadway Width 29.003 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 71.001 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 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 82.9 HS Inv. Rating Method 1 HS Inv. Method 49.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 49.709695 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 05248 ODOT County 22 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X10ft.X 69ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2204 1812 X H Index 93.73 Latitude 36:08:38.88 Longitude -98:58:26.33 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05248 Vault Link http://plansrv1/bridgemaintvault/b05248 GIS FO/SD Meets Standards H Inv. Method 36.5 Latitude DD 36.14413333 Longitude DD -98.97398056 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5794 x -11017733.1177226 y 4320472.06291983
05247	3710 1350 X	5247	—	S.H. 33	WHITE CREEK	3710 1350 X	2-10ft. X 8ft. X 40ft. R.C.B	1937	35.84213611	-97.69729167	20.942	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	71.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	4	Unmatched
Raw data OBJECTID 5793 BRKEY 5247 NBI No. 5247 On Under 1 Structure No. 3710 1350 X Control No. 010 Lane Ind. Milepoint 13500 Facility Carried S.H. 33 Feature Intersected WHITE CREEK Division 04 County 073 Location 1.4 MI W LOGAN C/L Sufficiency 71.4 Kind Hwy 3 Level Service 1 Route No. 00033 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 1937 ADT Total 1900 ADT Year 2022 Design Load H 20 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 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 20.942 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 52.819865 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 05247 ODOT County 37 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 8ft. X 40ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3710 1350 X H Index 98.0655 Latitude 35:50:31.69 Longitude -97:41:50.25 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 05247 Vault Link http://plansrv1/bridgemaintvault/b05247 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 35.84213611 Longitude DD -97.69729167 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5793 x -10875612.7605863 y 4278921.22924946
05246	2512 1297 X	5246	—	S.H. 19	SANDY CREEK	2512 1297 X	2-10ft. X 10ft. X 60.5ft.	1937	34.79647222	-97.02559444	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2200	2022	4	Unmatched
Raw data OBJECTID 5792 BRKEY 5246 NBI No. 5246 On Under 1 Structure No. 2512 1297 X Control No. 012 Lane Ind. Milepoint 12970 Facility Carried S.H. 19 Feature Intersected SANDY CREEK Division 03 County 049 Location 13.3 MI E JCT US 77 Sufficiency 94.8 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 2200 ADT Year 2022 Design Load H 20 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 4 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 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 5 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3520 Future ADT Year 2042 Bypass Detour 31.068559 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 -1 Min Measured Clearance -1 NBI Rating 05246 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 10ft. X 60.5ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2512 1297 X H Index 98.68 Latitude 34:47:47.3 Longitude -97:01:32.14 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 19 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05246 Vault Link http://plansrv1/bridgemaintvault/b05246 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.79647222 Longitude DD -97.02559444 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5792 x -10800839.7669755 y 4136256.81442299
05245	6310 1168 X	5245	—	S.H. 9	CREEK	6310 1168 X	2-10ft. X 3ft. X 72ft. RDY	1937	35.26067222	-96.94078056	22.966	74.147	—	2	0	4	50	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	63.2	Poor (4)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	5800	2022	4	Unmatched
Raw data OBJECTID 5791 BRKEY 5245 NBI No. 5245 On Under 1 Structure No. 6310 1168 X Control No. 010 Lane Ind. Milepoint 11680 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 125 Location 1 MI W JCT 177 Sufficiency 63.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 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 1937 ADT Total 5800 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 50 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 74.147 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 4 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05245 ODOT County 63 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 2.953 Rt. Curb SW 2.953 Description 2-10ft. X 3ft. X 72ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6310 1168 X H Index 100 Latitude 35:15:38.42 Longitude -96:56:26.81 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 5 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05245 Vault Link http://plansrv1/bridgemaintvault/b05245 GIS FO/SD FO H Inv. Method 13.8 Latitude DD 35.26067222 Longitude DD -96.94078056 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 5791 x -10791398.3290417 y 4199362.12518908
05436	3304 1213 X	5436	—	U.S. 62	CREEK	3304 1213 X	5-10ft.X5ft.X128ft. RDY. R.C.BOX	1937	34.637725	-99.20859722	55.118	130	—	5	0	4	128.002	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5000	2022	4	Unmatched
Raw data OBJECTID 5784 BRKEY 5436 NBI No. 5436 On Under 1 Structure No. 3304 1213 X Control No. 004 Lane Ind. Milepoint 12130 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 065 Location 12.3 MI E JCT U.S. 283 Sufficiency 66 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1937 ADT Total 5000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 128.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 3 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 55.118 Deck Width 130 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 21.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 41.010498 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 05436 ODOT County 33 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 5-10ft.X5ft.X128ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 1213 X H Index 96.071 Latitude 34:38:15.81 Longitude -99:12:30.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05436 Vault Link http://plansrv1/bridgemaintvault/b05436 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 34.637725 Longitude DD -99.20859722 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5784 x -11043850.5248454 y 4114757.75450077
05435	4034 0855 X	5435	—	S.H. 31	CREEK	4034 0855 X	50ft. I-BEAM	1937	35.186633	-94.782981	52.001	34.2	—	1	0	2	32	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4000	2022	4	Unmatched
Raw data OBJECTID 5783 BRKEY 5435 NBI No. 5435 On Under 1 Structure No. 4034 0855 X Control No. 034 Lane Ind. Milepoint 08550 Facility Carried S.H. 31 Feature Intersected CREEK Division 02 County 079 Location 8.55 E HASKELL C/L Sufficiency 81.9 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32 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 1937 ADT Total 4000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 52.001 Deck Width 34.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 61.1 HS Inv. Rating Method 3 HS Inv. Method 47.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 66.9 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 05435 ODOT County 40 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 6 Lft. Curb SW 1.1 Rt. Curb SW 1.1 Description 50ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4034 0855 X H Index 81.271 Latitude 35:11:11.88 Longitude -94:46:58.73 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 31 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 104 NBI Text 05435 Vault Link http://plansrv1/bridgemaintvault/b05435 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.186633 Longitude DD -94.782981 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5783 x -10551193.1807885 y 4189272.83626964
05434	5224 0148 X	5434	—	U.S. 177	SPRING CREEK	5224 0148 X	5-10ft. X 10ft. X 40ft. R.C. BOX W/ F-SHAPE RAILS	1937	36.31158056	-97.06778611	54.101	42.001	—	5	0	2	40	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 5782 BRKEY 5434 NBI No. 5434 On Under 1 Structure No. 5224 0148 X Control No. 024 Lane Ind. Milepoint 01480 Facility Carried U.S. 177 Feature Intersected SPRING CREEK Division 04 County 103 Location 1.5 MI N JCT US64 Sufficiency 98.2 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 3200 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 54.101 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 N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 5120 Future ADT Year 2042 Bypass Detour 3.106856 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 9999 Min Measured Clearance 9999 NBI Rating 05434 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-10ft. X 10ft. X 40ft. R.C. BOX W/ F-SHAPE RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5224 0148 X H Index 98.5743 Latitude 36:18:41.69 Longitude -97:04:04.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 177 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 05434 Vault Link http://plansrv1/bridgemaintvault/b05434 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.31158056 Longitude DD -97.06778611 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5782 x -10805536.5221956 y 4343579.50866883
05525	7616R0102 X	5525	—	U.S. 281	SALT FORK ARKANSAS RIVER	7616 0102 X	11-100ft. PONY TRUSS A	1937	36.81223611	-98.64801667	1220	25	—	11	0	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Closed (K)	36.8	Poor (4)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2009	4	Unmatched
Raw data OBJECTID 5741 BRKEY 5525 NBI No. 5525 On Under 1 Structure No. 7616R0102 X Control No. 016 Lane Ind. Milepoint 01020 Facility Carried U.S. 281 Feature Intersected SALT FORK ARKANSAS RIVER Division 06 County 151 Location 1.2 MI N JCT US-64 Sufficiency 36.8 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance n 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 1937 ADT Total 2000 ADT Year 2009 Design Load H 15 Skew 0 No. Main Spans 11 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 24.006 Span Type Main M Material 3 - Steel Design 10 Length 1220 Deck Width 25 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 7 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 0 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 0 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2029 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign n Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05525 ODOT County 76 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 11-100ft. PONY TRUSS A Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7616 0102 X H Index 60.101 Latitude 36:48:44.05 Longitude -98:38:52.86 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name U.S. 281 Scour 8 Design Structure 10 - Truss - Thru FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05525 Vault Link http://plansrv1/bridgemaintvault/b05525 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.81223611 Longitude DD -98.64801667 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5741 x -10981446.9834708 y 4412967.13793312
05524	0912R0071 X	5524	—	U.S. 81	R.R. & RD. UNDER	0912R0071 X	61ft.,4-58ft.,72ft.,54ft.,2-50ft.,64ft.,6-58ft.,61ft. I-BM. SPANS WITH 1-5ft. SIDEWALK	1937	35.543375	-97.95482778	1000	31.499	—	17	49	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, posting would be required but bridge is exempt (D)	7	Critical (2)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	5890	1999	4	Unmatched
Raw data OBJECTID 5740 BRKEY 5524 NBI No. 5524 On Under 1 Structure No. 0912R0071 X Control No. 012 Lane Ind. Milepoint 00710 Facility Carried U.S. 81 Feature Intersected R.R. & RD. UNDER Division 04 County 017 Location 1.0 MI. N. JCT. SH66 Sufficiency 7 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 5 Service Type Off 4 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 14 - Other Principal Arterial (Urban) Year Built 1937 ADT Total 5890 ADT Year 1999 Design Load H 20 Skew 49 No. Main Spans 17 Road Width 23.999 Ref. Underclearance Rt. R Underclearance Right 10 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 02 Length 1000 Deck Width 31.499 Bridge Open Closed D TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 0 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4800 Future ADT Year 2017 Bypass Detour 34.796787 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05524 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 2.5 Rt. Curb SW 5 Description 61ft.,4-58ft.,72ft.,54ft.,2-50ft.,64ft.,6-58ft.,61ft. I-BM. SPANS WITH 1-5ft. SIDEWALK Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0912R0071 X H Index 100 Latitude 35:32:36.15 Longitude -97:57:17.38 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 81 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05524 Vault Link http://plansrv1/bridgemaintvault/b05524 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.543375 Longitude DD -97.95482778 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 5740 x -10904281.5492124 y 4237971.02037
05523	0602R1029SX	5523	—	U.S. 270	N. CANADIAN RIVER	0602 1029SX	8-100ft. PONY TRUSS SPANS	1937	35.84126667	-98.46520556	815.945	25	—	8	0	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Open, no restriction (A)	45.4	Poor (4)	Fair (5)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2010	4	Unmatched
Raw data OBJECTID 5739 BRKEY 5523 NBI No. 5523 On Under 1 Structure No. 0602R1029SX Control No. 002 Lane Ind. S Milepoint 10290 Facility Carried U.S. 270 Feature Intersected N. CANADIAN RIVER Division 05 County 011 Location 10.5 MI E DEWEY C/L Sufficiency 45.4 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.001 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 1937 ADT Total 2400 ADT Year 2010 Design Load H 15 Skew 0 No. Main Spans 8 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 10 Length 815.945 Deck Width 25 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 4 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 44.754 HS Inv. Rating Method 1 HS Inv. Method 26.786 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2030 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05523 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 8-100ft. PONY TRUSS SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0602 1029SX H Index 49.9408 Latitude 35:50:28.56 Longitude -98:27:54.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 270 Scour 7 Design Structure 10 - Truss - Thru FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05523 Vault Link http://plansrv1/bridgemaintvault/b05523 GIS FO/SD SD H Inv. Method 17.968 Latitude DD 35.84126667 Longitude DD -98.46520556 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5739 x -10961096.5437942 y 4278801.83485243
05522	6404R3626 X	5522	—	U.S. 271	KIAMICHI RIVER O'FLOW	6404R3626 X	17-30ft. I-BM. SPANS	1937	34.57816944	-95.34289722	511.155	27.001	—	17	0	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.6	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1390	1999	4	Unmatched
Raw data OBJECTID 5738 BRKEY 5522 NBI No. 5522 On Under 1 Structure No. 6404R3626 X Control No. 004 Lane Ind. Milepoint 36260 Facility Carried U.S. 271 Feature Intersected KIAMICHI RIVER O'FLOW Division 02 County 127 Location 0.9 MI S CLAYTON Sufficiency 65.6 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 9 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 1937 ADT Total 1390 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 17 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 3 - Steel Design 02 Length 511.155 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 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 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 24.802 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1200 Future ADT Year 2017 Bypass Detour 39.767756 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05522 ODOT County 64 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 17-30ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6404R3626 X H Index 100 Latitude 34:34:41.41 Longitude -95:20:34.43 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 271 Scour 3 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05522 Vault Link http://plansrv1/bridgemaintvault/b05522 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 34.57816944 Longitude DD -95.34289722 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5738 x -10613522.7692858 y 4106702.79551147
05521	7413R0165 X	5521	—	S.H. 123	CANEY RIVER	7413 0165 X	210ft. HI TRUSS & 2-10	1937	36.753511	-95.972031	417.979	33.999	—	1	0	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Posted for load (P)	3	Critical (2)	Failed (0)	Failed (0)	Failed (0)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	4600	2020	2	Unmatched
Raw data OBJECTID 5737 BRKEY 5521 NBI No. 5521 On Under 1 Structure No. 7413R0165 X Control No. 013 Lane Ind. Milepoint 01650 Facility Carried S.H. 123 Feature Intersected CANEY RIVER Division 08 County 147 Location 1.85 MI.NE OSAGE C/L Sufficiency 3 Kind Hwy 3 Level Service 1 Route No. 00123 Service Type On 5 Service Type Off 5 Vertical Clearance Y Horizontal Clearance 23.999 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 1937 ADT Total 4600 ADT Year 2020 Design Load H 15 Skew 0 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 10 Length 417.979 Deck Width 33.999 Bridge Open Closed P TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 0 Super Rating 0 Sub Rating 0 Chan. Rating 0 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 0 Waterway Adequacy 0 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 10.1 HS Inv. Rating Method 1 HS Inv. Method 10 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2040 Bypass Detour 3.106856 School Bus Rte. 1 Posted Weight 101010 Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 156 Max Measured Clearance 158 Min Measured Clearance 157 NBI Rating 05521 ODOT County 74 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 3.999 Rt. Curb SW 3.999 Description 210ft. HI TRUSS & 2-10 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7413 0165 X H Index 54.4043 Latitude 36:45:12.64 Longitude -95:58:19.31 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 123 Scour 7 Design Structure 10 - Truss - Thru FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 2 Local Bridge ID -1 NBI Text 05521 Vault Link http://plansrv1/bridgemaintvault/b05521 GIS FO/SD FO H Inv. Method 10 Latitude DD 36.753511 Longitude DD -95.972031 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 5737 x -10683557.6213163 y 4404804.86407422
05419	0408R2408 X	5419	—	U.S. 83	SHARP CREEK	0408R2408 X	(12ft.-14ft.-12ft.)X 12ft.X 75.4ft. R.C. BOX.	1937	36.83	-100.865	40.026	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2570	1999	4	Unmatched
Raw data OBJECTID 5731 BRKEY 5419 NBI No. 5419 On Under 1 Structure No. 0408R2408 X Control No. 008 Lane Ind. Milepoint 24080 Facility Carried U.S. 83 Feature Intersected SHARP CREEK Division 06 County 007 Location 2.2 MI.S. JCT. US64 Sufficiency 84.6 Kind Hwy 2 Level Service 1 Route No. 00083 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 1937 ADT Total 2570 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 12 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1800 Future ADT Year 2017 Bypass Detour 60.273005 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05419 ODOT County 04 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 (12ft.-14ft.-12ft.)X 12ft.X 75.4ft. R.C. BOX. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0408R2408 X H Index 100 Latitude 36:49:48 Longitude -100:51:54 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 83 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05419 Vault Link http://plansrv1/bridgemaintvault/b05419 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.83 Longitude DD -100.865 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5731 x -11228240.4388635 y 4415437.39551904
05520	4006R0932WX	5520	—	U.S. 59	BRAZIL CREEK	4006R0932WX	80ft.,3-100ft. PRESTRESSED CONC. SPANS	1991	35.06	-94.61666667	381.89	40	—	4	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.2	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	06 - Minor Arterial (Rural)	C	3250	1999	5	Unmatched
Raw data OBJECTID 5718 BRKEY 5520 NBI No. 5520 On Under 1 Structure No. 4006R0932WX Control No. 006 Lane Ind. W Milepoint 09320 Facility Carried U.S. 59 Feature Intersected BRAZIL CREEK Division 02 County 079 Location 9.4 MI N OF JCT US271 Sufficiency 91.2 Kind Hwy 2 Level Service 1 Route No. 00059 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 06 - Minor Arterial (Rural) Year Built 1991 ADT Total 3250 ADT Year 1999 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 381.89 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.358 HS Inv. Rating Method 1 HS Inv. Method 80.358 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2017 Bypass Detour 31.068559 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05520 ODOT County 40 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 80ft.,3-100ft. PRESTRESSED CONC. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4006R0932WX H Index 100 Latitude 35:03:36 Longitude -94:37:00 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 59 Scour 6 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 05520 Vault Link http://plansrv1/bridgemaintvault/b05520 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.06 Longitude DD -94.61666667 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5718 x -10532679.1542613 y 4172037.89674902
05519	3810R1240 X	5519	—	S.H. 9	ELK CREEK O'FLOW	3810 1240 X	8-40ft. I-BM. SPANS	1937	35.015475	-99.12514444	320.866	28.999	—	8	0	2	26.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	27.2	Poor (4)	Poor (4)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2100	2014	4	Unmatched
Raw data OBJECTID 5717 BRKEY 5519 NBI No. 5519 On Under 1 Structure No. 3810R1240 X Control No. 010 Lane Ind. Milepoint 12400 Facility Carried S.H. 9 Feature Intersected ELK CREEK O'FLOW Division 05 County 075 Location 12.4 MI E GREER C/L Sufficiency 27.2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 26.001 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 1937 ADT Total 2100 ADT Year 2014 Design Load H 20 Skew 0 No. Main Spans 8 Road Width 26.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 320.866 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 4 Super Rating 4 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 41.998 HS Inv. Rating Method 1 HS Inv. Method 25.243 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2034 Bypass Detour 27.961703 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 05519 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-40ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3810 1240 X H Index 76.5412 Latitude 35:00:55.71 Longitude -99:07:30.52 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 Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05519 Vault Link http://plansrv1/bridgemaintvault/b05519 GIS FO/SD SD H Inv. Method 17.857 Latitude DD 35.015475 Longitude DD -99.12514444 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5717 x -11034560.6038705 y 4165984.3336591
05518	4002R1391 X	5518	—	U.S. 59	CEDAR CREEK	4002 1391 X	(6) 50ft. I-BEAM, CURVED 3 DEG. RT.	1937	34.77821944	-94.63994722	301.001	28.799	—	6	0	2	26.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	38	Poor (4)	Poor (4)	Poor (4)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1700	2015	4	Unmatched
Raw data OBJECTID 5716 BRKEY 5518 NBI No. 5518 On Under 1 Structure No. 4002R1391 X Control No. 002 Lane Ind. Milepoint 13910 Facility Carried U.S. 59 Feature Intersected CEDAR CREEK Division 02 County 079 Location 5.49 NW JCT US-259 Sufficiency 38 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 26.001 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 1937 ADT Total 1700 ADT Year 2015 Design Load H 20 Skew 0 No. Main Spans 6 Road Width 26.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 02 Length 301.001 Deck Width 28.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 4 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.194 HS Inv. Rating Method 1 HS Inv. Method 35.494 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2035 Bypass Detour 70.214944 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05518 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.401 Rt. Curb SW 1.401 Description (6) 50ft. I-BEAM, CURVED 3 DEG. RT. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4002 1391 X H Index 73.1231 Latitude 34:46:41.59 Longitude -94:38:23.81 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 Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 018 NBI Text 05518 Vault Link http://plansrv1/bridgemaintvault/b05518 GIS FO/SD SD H Inv. Method 27.448 Latitude DD 34.77821944 Longitude DD -94.63994722 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5716 x -10535270.7332327 y 4133782.74713705
05517	1618R1100NX	5517	—	S.H. 7	BEAVER CREEK	1618 1170NX	2-100ft. PONY TRUSS &	1937	34.59411389	-98.18473333	306.102	30.84	—	2	0	2	27.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Open, no restriction (A)	56.6	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	3700	2007	4	Unmatched
Raw data OBJECTID 5715 BRKEY 5517 NBI No. 5517 On Under 1 Structure No. 1618R1100NX Control No. 018 Lane Ind. N Milepoint 11000 Facility Carried S.H. 7 Feature Intersected BEAVER CREEK Division 07 County 031 Location 1.6 MI.E.JCT. SH65 Sufficiency 56.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1937 ADT Total 3700 ADT Year 2007 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 33.904 Span Type Main M Material 3 - Steel Design 10 Length 306.102 Deck Width 30.84 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 5 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.754 HS Inv. Rating Method 1 HS Inv. Method 26.896 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2027 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05517 ODOT County 16 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 1.64 Rt. Curb SW 1.64 Description 2-100ft. PONY TRUSS & Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1618 1170NX H Index 59.9465 Latitude 34:35:38.81 Longitude -98:11:05.04 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name _ Scour 8 Design Structure 10 - Truss - Thru FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 58 NBI Text 05517 Vault Link http://plansrv1/bridgemaintvault/b05517 GIS FO/SD Meets Standards H Inv. Method 20.283 Latitude DD 34.59411389 Longitude DD -98.18473333 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 5715 x -10929874.517969 y 4108858.73476457
05515	4726R0590 X	5515	—	U.S. 412	GRIEVER CREEK	4726R0590 X	5-50ft. I-BM. SPANS	1937	36.41333333	-98.785	250.984	27.001	—	5	0	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	4	Failed (0)	Imminent failure (1)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1940	1999	4	Unmatched
Raw data OBJECTID 5713 BRKEY 5515 NBI No. 5515 On Under 1 Structure No. 4726R0590 X Control No. 026 Lane Ind. Milepoint 05900 Facility Carried U.S. 412 Feature Intersected GRIEVER CREEK Division 06 County 093 Location 6.0 MI E JCT US 281 Sufficiency 4 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 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 1937 ADT Total 1940 ADT Year 1999 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 02 Length 250.984 Deck Width 27.001 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 1 Super Rating 4 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 0 Deck Geometry 4 Underclearance N Bridge Posting 0 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 0 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1700 Future ADT Year 2017 Bypass Detour 47.22421 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05515 ODOT County 47 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-50ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4726R0590 X H Index 53.2498 Latitude 36:24:48 Longitude -98:47:06 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 412 Scour 3 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05515 Vault Link http://plansrv1/bridgemaintvault/b05515 GIS FO/SD SD H Inv. Method 0 Latitude DD 36.41333333 Longitude DD -98.785 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5713 x -10996695.8980135 y 4357645.46710821
05418	1411 1705 X	5418	—	S.H. 9	PECAN CREEK O'FLOW	1411 1705 X	3-10ft.X 7ft.X 48ft. RDY R.C.BOX SK.45 DEG. & DROP OUTLET S END	1937	35.24475278	-97.14529722	47.9	39.701	—	3	45	2	39.701	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5600	2022	4	Unmatched
Raw data OBJECTID 5712 BRKEY 5418 NBI No. 5418 On Under 1 Structure No. 1411 1705 X Control No. 011 Lane Ind. Milepoint 17050 Facility Carried S.H. 9 Feature Intersected PECAN CREEK O'FLOW Division 03 County 027 Location 17.3 MI E JCT US77 Sufficiency 72 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 39.698 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 1937 ADT Total 5600 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 39.701 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40.026 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 39.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.2 HS Inv. Rating Method 1 HS Inv. Method 34.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8960 Future ADT Year 2042 Bypass Detour 55.923407 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05418 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 7ft.X 48ft. RDY R.C.BOX SK.45 DEG. & DROP OUTLET S END Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1411 1705 X H Index 94.72 Latitude 35:14:41.11 Longitude -97:08:43.07 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05418 Vault Link http://plansrv1/bridgemaintvault/b05418 GIS FO/SD Meets Standards H Inv. Method 19.2 Latitude DD 35.24475278 Longitude DD -97.14529722 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 5712 x -10814165.0194916 y 4197192.01364972
05417	1411 1695 X	5417	—	S.H. 9	CREEK	1411 1695 X	3-10ft.X 7ft.X 52ft. RDY R.C.BOX SK.45 DEG.	1937	35.24372222	-97.14665833	47.9	39.701	—	3	45	2	39.701	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	5600	2022	4	Unmatched
Raw data OBJECTID 5711 BRKEY 5417 NBI No. 5417 On Under 1 Structure No. 1411 1695 X Control No. 011 Lane Ind. Milepoint 16950 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 027 Location 17.2 MI E JCT US77 Sufficiency 83 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.698 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 1937 ADT Total 5600 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 39.701 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 47.9 Deck Width 39.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.2 HS Inv. Rating Method 1 HS Inv. Method 34.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8960 Future ADT Year 2042 Bypass Detour 55.923407 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05417 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 7ft.X 52ft. RDY R.C.BOX SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1411 1695 X H Index 98.3719 Latitude 35:14:37.4 Longitude -97:08:47.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05417 Vault Link http://plansrv1/bridgemaintvault/b05417 GIS FO/SD Meets Standards H Inv. Method 19.2 Latitude DD 35.24372222 Longitude DD -97.14665833 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 5711 x -10814316.5375637 y 4197051.54411254
05416	2302 1166 X	5416	—	U.S. 60	CREEK	2302 1166 X	3-10ft.X6ft.X67.2ft. RCB	1937	36.137172	-99.792558	45	48.599	—	3	45	2	46.601	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1800	2022	4	Unmatched
Raw data OBJECTID 5710 BRKEY 5416 NBI No. 5416 On Under 1 Structure No. 2302 1166 X Control No. 002 Lane Ind. Milepoint 11660 Facility Carried U.S. 60 Feature Intersected CREEK Division 06 County 045 Location 1.0 MI W ARNETT Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.601 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 1937 ADT Total 1800 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 46.601 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 5 Appr. Roadway Width 27.001 Span Type Main M Material 1 - Concrete Design 19 Length 45 Deck Width 48.599 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97.49 HS Inv. Rating Method 1 HS Inv. Method 58.48 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2880 Future ADT Year 2042 Bypass Detour 29.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 05416 ODOT County 23 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 3-10ft.X6ft.X67.2ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2302 1166 X H Index 66.4951 Latitude 36:08:13.82 Longitude -99:47:33.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05416 Vault Link http://plansrv1/bridgemaintvault/b05416 GIS FO/SD Meets Standards H Inv. Method 32.49 Latitude DD 36.137172 Longitude DD -99.792558 ODOT County Number 23 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5710 x -11108856.7415182 y 4319512.48028858
05415	2402 1154 X	5415	—	U.S. 60 / U.S. 412	CREEK	2402 1154 X	4-10ft. X 8ft. X 88ft. R.C. BOX W/ 3ft CURTAIN WALLS	1937	36.39076944	-97.89616667	42.7	90.197	—	4	0	5	63.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	20800	2022	4	Unmatched
Raw data OBJECTID 5709 BRKEY 5415 NBI No. 5415 On Under 1 Structure No. 2402 1154 X Control No. 002 Lane Ind. Milepoint 11540 Facility Carried U.S. 60 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 11.7 MI E MAJOR C/L Sufficiency 79.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 87.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1937 ADT Total 20800 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 63.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB FG Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 42.7 Deck Width 90.197 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.28 HS Inv. Rating Method 1 HS Inv. Method 36.16 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 33280 Future ADT Year 2042 Bypass Detour 33 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 05415 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 5 Rt. Curb SW 5 Description 4-10ft. X 8ft. X 88ft. R.C. BOX W/ 3ft CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 1154 X H Index 98.8694 Latitude 36:23:26.77 Longitude -97:53:46.2 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 & 412 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID NBI Text 05415 Vault Link http://plansrv1/bridgemaintvault/b05415 GIS FO/SD Meets Standards H Inv. Method 20.09 Latitude DD 36.39076944 Longitude DD -97.89616667 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 5709 x -10897751.4243178 y 4354524.72360949
05414	0602 1100 X	5414	—	U.S. 270	CREEK	0602 1100 X	(12ft.-14ft.-12ft.)X10ft.X74ft. RDY. R.C.B.	1937	35.84116389	-98.45254722	41.001	76.001	—	3	0	2	74.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.4	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5100	2022	4	Unmatched
Raw data OBJECTID 5708 BRKEY 5414 NBI No. 5414 On Under 1 Structure No. 0602 1100 X Control No. 002 Lane Ind. Milepoint 11000 Facility Carried U.S. 270 Feature Intersected CREEK Division 05 County 011 Location 11.0 MI E DEWEY C/L Sufficiency 84.4 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 74.003 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 1937 ADT Total 5100 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 74.003 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 70 Span Type Main M Material 1 - Concrete Design 19 Length 41.001 Deck Width 76.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.9 HS Inv. Rating Method 1 HS Inv. Method 34.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 39.767756 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 05414 ODOT County 06 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 (12ft.-14ft.-12ft.)X10ft.X74ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0602 1100 X H Index 86.0194 Latitude 35:50:28.19 Longitude -98:27:09.17 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05414 Vault Link http://plansrv1/bridgemaintvault/b05414 GIS FO/SD Meets Standards H Inv. Method 20.6 Latitude DD 35.84116389 Longitude DD -98.45254722 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5708 x -10959687.4238311 y 4278787.72084696
05413	3710R1007 X	5413	—	S.H. 33	FOREMAN CREEK	3710 1007 X	(12ft.-14ft.-12ft.)X 10ft.X 30ft. R.C. BOX W/ FLEX-BEAM RAILS	1937	35.84178611	-97.75866667	40	32.001	—	3	0	2	30	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Closed (K)	36.3	Serious (3)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Serious (3)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2015	4	Unmatched
Raw data OBJECTID 5707 BRKEY 5413 NBI No. 5413 On Under 1 Structure No. 3710R1007 X Control No. 010 Lane Ind. Milepoint 10070 Facility Carried S.H. 33 Feature Intersected FOREMAN CREEK Division 04 County 073 Location 10.2 MI E JCT US 81 Sufficiency 36.3 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 28.399 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 1937 ADT Total 1900 ADT Year 2015 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 02 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 32.001 Bridge Open Closed K TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 3 Structure Rating 3 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3040 Future ADT Year 2035 Bypass Detour 52.816551 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 05413 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 10ft.X 30ft. R.C. BOX W/ FLEX-BEAM RAILS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3710 1007 X H Index 91.2069 Latitude 35:50:30.43 Longitude -97:45:31.2 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 3 Design Structure 19 - Culvert FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05413 Vault Link http://plansrv1/bridgemaintvault/b05413 GIS FO/SD SD H Inv. Method 19.952 Latitude DD 35.84178611 Longitude DD -97.75866667 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5707 x -10882444.9943338 y 4278873.16592618
05514	3810R1277 X	5514	—	S.H. 9	LITTLE ELK CREEK	3810 1277 X	60ft.,4-40ft. I-BEAM SPANS	1937	35.01566111	-99.11870278	221.129	27.001	—	5	0	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	36.4	Poor (4)	Poor (4)	Poor (4)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2100	2014	4	Unmatched
Raw data OBJECTID 5694 BRKEY 5514 NBI No. 5514 On Under 1 Structure No. 3810R1277 X Control No. 010 Lane Ind. Milepoint 12770 Facility Carried S.H. 9 Feature Intersected LITTLE ELK CREEK Division 05 County 075 Location 12.7 MI E GREER C/L Sufficiency 36.4 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 2100 ADT Year 2014 Design Load H 20 Skew 0 No. Main Spans 5 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 221.129 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 4 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 51.147 HS Inv. Rating Method 1 HS Inv. Method 30.754 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2034 Bypass Detour 27.961703 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 05514 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.,4-40ft. I-BEAM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3810 1277 X H Index 79.687 Latitude 35:00:56.38 Longitude -99:07:07.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05514 Vault Link http://plansrv1/bridgemaintvault/b05514 GIS FO/SD SD H Inv. Method 23.038 Latitude DD 35.01566111 Longitude DD -99.11870278 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5694 x -11033843.5215594 y 4166009.63007844
05513	3916R1272 X	5513	—	S.H. 1	ROCK CREEK	3916 1272 X	100 PONY TRUSS & 2-6	1937	34.7534	-95.06201944	225.066	25	—	1	0	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Posted for load (P)	7	Serious (3)	Satisfactory (6)	Serious (3)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4600	2014	4	Unmatched
Raw data OBJECTID 5693 BRKEY 5513 NBI No. 5513 On Under 1 Structure No. 3916R1272 X Control No. 016 Lane Ind. Milepoint 12720 Facility Carried S.H. 1 Feature Intersected ROCK CREEK Division 02 County 077 Location 12.9 MI E JCT SH2 Sufficiency 7 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 5 Vertical Clearance n Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1937 ADT Total 4600 ADT Year 2014 Design Load H 15 Skew 0 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0.899 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 10 Length 225.066 Deck Width 25 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 3 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 3 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 31.967 HS Inv. Rating Method 1 HS Inv. Method 19.731 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2034 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit n Narrow or 1 Lane n Advanced Warning Sign n Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 05513 ODOT County 39 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 100 PONY TRUSS & 2-6 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3916 1272 X H Index 46.4152 Latitude 34:45:12.24 Longitude -95:03:43.27 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 1 Scour 8 Design Structure 10 - Truss - Thru FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 054 NBI Text 05513 Vault Link http://plansrv1/bridgemaintvault/b05513 GIS FO/SD SD H Inv. Method 14.661 Latitude DD 34.7534 Longitude DD -95.06201944 ODOT County Number 39 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5693 x -10582255.5978411 y 4130419.48194679
05511	1411R1719 X	5511	—	S.H. 9	PECAN CREEK	1411 1719 X	5-40ft. I-BM. SPANS SK.60 DEG.	1937	35.24609722	-97.14358056	202.1	26.903	—	5	30	2	23.95	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	6.9	Serious (3)	Critical (2)	Serious (3)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	10000	2004	4	Unmatched
Raw data OBJECTID 5691 BRKEY 5511 NBI No. 5511 On Under 1 Structure No. 1411R1719 X Control No. 011 Lane Ind. Milepoint 17190 Facility Carried S.H. 9 Feature Intersected PECAN CREEK Division 03 County 027 Location 17.4 MI E JCT US77 Sufficiency 6.9 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 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 1937 ADT Total 10000 ADT Year 2004 Design Load H 20 Skew 30 No. Main Spans 5 Road Width 23.95 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 202.1 Deck Width 26.903 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 2 Super Rating 3 Sub Rating 4 Chan. Rating 6 Culv. Rating N Structure Rating 3 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 41.226 HS Inv. Rating Method 2 HS Inv. Method 24.802 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16000 Future ADT Year 2024 Bypass Detour 55.923407 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane Y Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05511 ODOT County 14 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-40ft. I-BM. SPANS SK.60 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1411 1719 X H Index 65.5057 Latitude 35:14:45.95 Longitude -97:08:36.89 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 9 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05511 Vault Link http://plansrv1/bridgemaintvault/b05511 GIS FO/SD SD H Inv. Method -1 Latitude DD 35.24609722 Longitude DD -97.14358056 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5691 x -10813973.9217745 y 4197375.26899661
05510	3106R1220 X	5510	—	S.H. 9	EMACHAYA CREEK	3106 1220 X	100ft. PONY TRUSS, 2-50ft. I-BM. SPANS SK. 53 DEG. 18ft. 05ft.	1937	35.24818056	-95.25151667	207.021	25	—	1	37	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Open, no restriction (A)	2	Critical (2)	Serious (3)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3120	2004	4	Unmatched
Raw data OBJECTID 5690 BRKEY 5510 NBI No. 5510 On Under 1 Structure No. 3106R1220 X Control No. 006 Lane Ind. Milepoint 12200 Facility Carried S.H. 9 Feature Intersected EMACHAYA CREEK Division 01 County 061 Location 12.3 MI E PITT. C/L Sufficiency 2 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 3120 ADT Year 2004 Design Load H 15 Skew 37 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 10 Length 207.021 Deck Width 25 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 3 Super Rating 4 Sub Rating 4 Chan. Rating 6 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 0 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 10.031 HS Inv. Rating Method 2 HS Inv. Method 5.512 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4992 Future ADT Year 2024 Bypass Detour 26.718961 School Bus Rte. 3 Posted Weight 10NANA Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 05510 ODOT County 31 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PONY TRUSS, 2-50ft. I-BM. SPANS SK. 53 DEG. 18ft. 05ft. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3106 1220 X H Index 53.2016 Latitude 35:14:53.45 Longitude -95:15:05.46 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 9 Scour 5 Design Structure 10 - Truss - Thru FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 0 NBI Text 05510 Vault Link http://plansrv1/bridgemaintvault/b05510 GIS FO/SD SD H Inv. Method 8.929 Latitude DD 35.24818056 Longitude DD -95.25151667 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5690 x -10603350.3329914 y 4197659.24690895
05509	3810R1209 X	5509	—	S.H. 9	BIG ELK CREEK	3810 1209 X	100ft. PONY TRUSS & 2-50ft. I-BM. SPANS	1937	35.01446667	-99.13048611	205.052	25	—	1	0	2	23.999	3 - Steel	Truss — Thru (10)	M	Concrete cast-in-place (1)	Open, no restriction (A)	30.9	Poor (4)	Fair (5)	Poor (4)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2100	2014	4	Unmatched
Raw data OBJECTID 5689 BRKEY 5509 NBI No. 5509 On Under 1 Structure No. 3810R1209 X Control No. 010 Lane Ind. Milepoint 12090 Facility Carried S.H. 9 Feature Intersected BIG ELK CREEK Division 05 County 075 Location 12.0 MI E GREER Sufficiency 30.9 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1937 ADT Total 2100 ADT Year 2014 Design Load H 15 Skew 0 No. Main Spans 1 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 28.999 Span Type Main M Material 3 - Steel Design 10 Length 205.052 Deck Width 25 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 5 Super Rating 4 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42.6 HS Inv. Rating Method 1 HS Inv. Method 25.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2034 Bypass Detour 27.961703 School Bus Rte. 2 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 05509 ODOT County 38 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PONY TRUSS & 2-50ft. I-BM. SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 3810 1209 X H Index 75.9662 Latitude 35:00:52.08 Longitude -99:07:49.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 9 Scour 8 Design Structure 10 - Truss - Thru FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05509 Vault Link http://plansrv1/bridgemaintvault/b05509 GIS FO/SD SD H Inv. Method 16.1 Latitude DD 35.01446667 Longitude DD -99.13048611 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 5689 x -11035155.2358549 y 4165847.28056021
05412	1022R0853 X	5412	—	S.H. 76	CREEK	1022R0853 X	4-10ft.X 5ft.X 30ft. R.C.BOX WITH HANDRAILS SK.45 DEG.	1937	34.28333333	-97.49166667	42.979	32.001	—	4	45	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	61.7	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	2800	1999	4	Unmatched
Raw data OBJECTID 5688 BRKEY 5412 NBI No. 5412 On Under 1 Structure No. 1022R0853 X Control No. 022 Lane Ind. Milepoint 08530 Facility Carried S.H. 76 Feature Intersected CREEK Division 07 County 019 Location 8.7 MI N JCT US 70 Sufficiency 61.7 Kind Hwy 3 Level Service 1 Route No. 00076 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1937 ADT Total 2800 ADT Year 1999 Design Load H 20 Skew 45 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 02 Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 42.979 Deck Width 32.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 2 Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 48.612 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3100 Future ADT Year 2017 Bypass Detour 49.709695 School Bus Rte. _ Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05412 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 4-10ft.X 5ft.X 30ft. R.C.BOX WITH HANDRAILS SK.45 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1022R0853 X H Index 100 Latitude 34:17:00 Longitude -97:29:30 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 76 Scour 6 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05412 Vault Link http://plansrv1/bridgemaintvault/b05412 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 34.28333333 Longitude DD -97.49166667 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5688 x -10852722.690292 y 4066910.51639717
05411	5304 0794 X	5411	—	U.S. 60	LITTLE SALT CREEK	5304 0794 X	(12ft.-14ft.-12ft.) X 7ft. X 75ft. R.C. BOX	1937	36.69896389	-95.48626944	41.995	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	48.1	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1600	2022	4	Unmatched
Raw data OBJECTID 5687 BRKEY 5411 NBI No. 5411 On Under 1 Structure No. 5304 0794 X Control No. 004 Lane Ind. Milepoint 07940 Facility Carried U.S. 60 Feature Intersected LITTLE SALT CREEK Division 08 County 105 Location 8.0 MI E JCT US 169 Sufficiency 48.1 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 63.999 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 1937 ADT Total 1600 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.995 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 39 HS Inv. Rating Method 1 HS Inv. Method 23.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 47.845582 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 05411 ODOT County 53 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 (12ft.-14ft.-12ft.) X 7ft. X 75ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5304 0794 X H Index 94.2182 Latitude 36:41:56.27 Longitude -95:29:10.57 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05411 Vault Link http://plansrv1/bridgemaintvault/b05411 GIS FO/SD Meets Standards H Inv. Method 16.3 Latitude DD 36.69896389 Longitude DD -95.48626944 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5687 x -10629482.8918101 y 4397228.89067832
05410	0610 0712 X	5410	—	S.H. 3	CREEK	0610 0712 X	(12ft.-14ft.-12ft.)X10ft.X72ft. RDY. R.C.B.	1937	35.84098889	-98.29176389	42.001	74.003	—	3	0	2	72.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2000	2022	4	Unmatched
Raw data OBJECTID 5686 BRKEY 5410 NBI No. 5410 On Under 1 Structure No. 0610 0712 X Control No. 010 Lane Ind. Milepoint 07120 Facility Carried S.H. 3 Feature Intersected CREEK Division 05 County 011 Location 7.3 E. U.S. 270 WATONGA Sufficiency 88.5 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 72.001 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 1937 ADT Total 2000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 72.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 26.001 Span Type Main M Material 1 - Concrete Design 19 Length 42.001 Deck Width 74.003 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 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.9 HS Inv. Rating Method 1 HS Inv. Method 34.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 65.865346 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 05410 ODOT County 06 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 (12ft.-14ft.-12ft.)X10ft.X72ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0610 0712 X H Index 96.04 Latitude 35:50:27.56 Longitude -98:17:30.35 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 05410 Vault Link http://plansrv1/bridgemaintvault/b05410 GIS FO/SD Meets Standards H Inv. Method 20.6 Latitude DD 35.84098889 Longitude DD -98.29176389 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 5686 x -10941789.1054075 y 4278763.68945336
05409	0114R0663 X	5409	—	S.H. 51	MULBERRY HOLLOW BR. UND	0114 0663 X	3-12ft.X 12ft.X 59ft. R.C. BOX S.EAST BARREL IS USED FOR UNDERPASS	1937	35.855578	-94.7032	40.026	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	73.6	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4000	2018	4	Unmatched
Raw data OBJECTID 5685 BRKEY 5409 NBI No. 5409 On Under 1 Structure No. 0114R0663 X Control No. 014 Lane Ind. Milepoint 06630 Facility Carried S.H. 51 Feature Intersected MULBERRY HOLLOW BR. UND Division 01 County 001 Location 6.6 MI.SE.CHEROKEE CL Sufficiency 73.6 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 32.031 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 1937 ADT Total 4000 ADT Year 2018 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 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 5 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance 3 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2038 Bypass Detour 31.068559 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1106 Max Measured Clearance 1109 Min Measured Clearance 1109 NBI Rating 05409 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X 12ft.X 59ft. R.C. BOX S.EAST BARREL IS USED FOR UNDERPASS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0114 0663 X H Index 72.6901 Latitude 35:51:20.08 Longitude -94:42:11.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 Scour 5 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 05409 NBI Text 05409 Vault Link http://plansrv1/bridgemaintvault/b05409 GIS FO/SD FO H Inv. Method 23 Latitude DD 35.855578 Longitude DD -94.7032 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5685 x -10542312.0004935 y 4280767.28091948
05408	0114 0356 X	5408	—	S.H. 51	BIDDING SPRINGS	0114 0356 X	3-10ft.X 8ft.X 70ft. R.C. BOX SK. 45 DEG.	1937	35.87951389	-94.74954444	47.9	0	—	3	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2800	2022	4	Unmatched
Raw data OBJECTID 5684 BRKEY 5408 NBI No. 5408 On Under 1 Structure No. 0114 0356 X Control No. 014 Lane Ind. Milepoint 03560 Facility Carried S.H. 51 Feature Intersected BIDDING SPRINGS Division 01 County 001 Location 3.5 MI.SE.CHEROKEE CL Sufficiency 81.4 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.031 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 1937 ADT Total 2800 ADT Year 2022 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 10 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 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 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 237.8 HS Inv. Rating Method 1 HS Inv. Method 142.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 31.068559 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 05408 ODOT County 01 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 70ft. R.C. BOX SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0114 0356 X H Index 72.7712 Latitude 35:52:46.25 Longitude -94:44:58.36 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 05408 NBI Text 05408 Vault Link http://plansrv1/bridgemaintvault/b05408 GIS FO/SD Meets Standards H Inv. Method 118.1 Latitude DD 35.87951389 Longitude DD -94.74954444 ODOT County Number 1 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 5684 x -10547471.0399554 y 4284055.30876683