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
30768	6216 1289SX	30768	—	S.H. 19	BIG SANDY CREEK	-1	65ft.-120ft.-120ft.-65ft. STEEL BEAMS W/ 38.0ft. CLR. RDWY. & 1ft. 1in. TR-4 CONC. TRAFFIC RAIL	2016	34.779439	-96.710456	371.601	40.2	—	4	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	8200	2022	5	Unmatched
Raw data OBJECTID 31153 BRKEY 30768 NBI No. 30768 On Under 1 Structure No. 6216 1289SX Control No. 016 Lane Ind. S Milepoint 12890 Facility Carried S.H. 19 Feature Intersected BIG SANDY CREEK Division 03 County 123 Location 1 E JCT S.H. 3W Sufficiency 99.9 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 2016 ADT Total 8200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 371.601 Deck Width 40.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.7 HS Inv. Rating Method 3 HS Inv. Method 38.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30768 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-120ft.-120ft.-65ft. STEEL BEAMS W/ 38.0ft. CLR. RDWY. & 1ft. 1in. TR-4 CONC. TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:46:45.98 Longitude -96:42:37.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30768 Vault Link http://plansrv1/bridgemaintvault/b30768 GIS FO/SD Meets Standards H Inv. Method 38.2 Latitude DD 34.779439 Longitude DD -96.710456 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31153 x -10765758.7163053 y 4133948.03494382
30767	6216 1289NX	30767	—	S.H. 19	BIG SANDY CREEK	-1	65ft.-120ft.-120ft.-65ft. STEEL BEAMS W/ 38.0ft. CLR. RDWY. W/ 1ft. 1in. TR-4 CONC. TRAFFIC RAIL	2016	34.779522	-96.710411	371.601	40.2	—	4	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	8350	2022	5	Unmatched
Raw data OBJECTID 31152 BRKEY 30767 NBI No. 30767 On Under 1 Structure No. 6216 1289NX Control No. 016 Lane Ind. N Milepoint 12890 Facility Carried S.H. 19 Feature Intersected BIG SANDY CREEK Division 03 County 123 Location 1 E OF JCT S.H. 3W Sufficiency 99.9 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 2016 ADT Total 8350 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 371.601 Deck Width 40.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.7 HS Inv. Rating Method 3 HS Inv. Method 38.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13360 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30767 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-120ft.-120ft.-65ft. STEEL BEAMS W/ 38.0ft. CLR. RDWY. W/ 1ft. 1in. TR-4 CONC. TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:46:46.28 Longitude -96:42:37.48 I257A 1 I257B 1 I257C 1 I257D 0 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30767 Vault Link http://plansrv1/bridgemaintvault/b30767 GIS FO/SD Meets Standards H Inv. Method 38.2 Latitude DD 34.779522 Longitude DD -96.710411 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31152 x -10765753.7069282 y 4133959.28407978
30764	5230 0871 X	30764	—	S.H. 86	COW CREEK	-1	76ft. & 46ft. PC BEAM SPANS X 34 CLY RDWY W/ 5.6ft. SIDEWALK	2017	36.28606944	-97.28214167	121.667	41.667	—	2	0	2	33.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.8	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	500	2022	5	Unmatched
Raw data OBJECTID 31131 BRKEY 30764 NBI No. 30764 On Under 1 Structure No. 5230 0871 X Control No. 030 Lane Ind. Milepoint 08710 Facility Carried S.H. 86 Feature Intersected COW CREEK Division 04 County 103 Location .25 E OF JCT U.S. 77 Sufficiency 97.8 Kind Hwy 3 Level Service 1 Route No. 00086 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 33.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2017 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 33.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 121.667 Deck Width 41.667 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48 HS Inv. Rating Method 3 HS Inv. Method 37 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 6.4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30764 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. 1 DK Surf. Type 1 Lft. Curb SW 5.669 Rt. Curb SW 0 Description 76ft. & 46ft. PC BEAM SPANS X 34 CLY RDWY W/ 5.6ft. SIDEWALK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:17:09.85 Longitude -97:16:55.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 86 (CEDAR STREET) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30764 Vault Link http://plansrv1/bridgemaintvault/b30764 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.28606944 Longitude DD -97.28214167 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 31131 x -10829398.4739835 y 4340055.8177654
31048	4116 1080 X	31048	—	S.H. 18	WEST BEAVER CREEK	-1	SINGLE CELL 20ft. X 12ft. R.C.B. SKEWED 45 DEG. LF W/ 101ft. 1in. CLR. RDWY.	2014	35.858967	-96.876389	20	0	—	1	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.4	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	2200	2022	5	Unmatched
Raw data OBJECTID 31121 BRKEY 31048 NBI No. 31048 On Under 1 Structure No. 4116 1080 X Control No. 016 Lane Ind. Milepoint 10800 Facility Carried S.H. 18 Feature Intersected WEST BEAVER CREEK Division 03 County 081 Location 10.8 MI. N. JCT. S.H. 66 Sufficiency 83.4 Kind Hwy 3 Level Service 1 Route No. 00018 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 2014 ADT Total 2200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 99.98 HS Inv. Rating Method 3 HS Inv. Method 92.704 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3520 Future ADT Year 2042 Bypass Detour 29.199999 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 31048 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description SINGLE CELL 20ft. X 12ft. R.C.B. SKEWED 45 DEG. LF W/ 101ft. 1in. CLR. RDWY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 83.163 Latitude 35:51:32.28 Longitude -96:52:35 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31048 Vault Link http://plansrv1/bridgemaintvault/b31048 GIS FO/SD Meets Standards H Inv. Method 92.704 Latitude DD 35.858967 Longitude DD -96.876389 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31121 x -10784230.2933711 y 4281232.76108233
30955	3142 0597 X	30955	—	S.H. 2	BEAVER CREEK	-1	80ft.-80ft.-80ft. PC BEAM BRIDGE	2016	35.12280278	-95.26359722	240	42.001	—	3	0	2	41.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 31118 BRKEY 30955 NBI No. 30955 On Under 1 Structure No. 3142 0597 X Control No. 042 Lane Ind. Milepoint 05970 Facility Carried S.H. 2 Feature Intersected BEAVER CREEK Division 01 County 061 Location 1.3 W JCT S.H. 31 Sufficiency 95.7 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 41.001 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 2016 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 41.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 84 HS Inv. Rating Method 3 HS Inv. Method 50 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3040 Future ADT Year 2042 Bypass Detour 29.799999 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 30955 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-80ft.-80ft. PC BEAM BRIDGE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 99.8018 Latitude 35:07:22.09 Longitude -95:15:48.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 42F0597 NBI Text 30955 Vault Link http://plansrv1/bridgemaintvault/b30955 GIS FO/SD Meets Standards H Inv. Method 49 Latitude DD 35.12280278 Longitude DD -95.26359722 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31118 x -10604695.1336659 y 4180582.09936537
30852	4445 0287 X	30852	—	S.H. 76	NORTH FORK WALNUT CREEK	-1	3-75ft. TYPE III P.C. BEAM INTEGRAL SPAN W/ 40.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS	2016	35.176183	-97.653044	225.499	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.1	Good (7)	Satisfactory (6)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	5100	2022	5	Unmatched
Raw data OBJECTID 31111 BRKEY 30852 NBI No. 30852 On Under 1 Structure No. 4445 0287 X Control No. 045 Lane Ind. Milepoint 02870 Facility Carried S.H. 76 Feature Intersected NORTH FORK WALNUT CREEK Division 03 County 087 Location 2.8 MI. N JCT U.S. 62 Sufficiency 93.1 Kind Hwy 3 Level Service 1 Route No. 00076 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 5100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 225.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 9 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8160 Future ADT Year 2042 Bypass Detour 11.8 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 30852 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-75ft. TYPE III P.C. BEAM INTEGRAL SPAN W/ 40.0ft. CLR. RDWY. & TR-4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:10:34.26 Longitude -97:39:10.96 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 76 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30852 Vault Link http://plansrv1/bridgemaintvault/b30852 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.176183 Longitude DD -97.653044 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31111 x -10870687.1324931 y 4187849.5605134
30850	4444 0465 X	30850	—	S.H. 76	WALNUT CREEK	-1	65ft.-85ft.-65ft. TYPE IV P.C. BM. SPANS W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAILS	2017	35.10800833	-97.65304444	218.701	42.201	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	6049	2022	5	Unmatched
Raw data OBJECTID 31109 BRKEY 30850 NBI No. 30850 On Under 1 Structure No. 4444 0465 X Control No. 044 Lane Ind. Milepoint 04650 Facility Carried S.H. 76 Feature Intersected WALNUT CREEK Division 03 County 087 Location 4.7 N JCT S.H. 39 Sufficiency 89 Kind Hwy 3 Level Service 1 Route No. 00076 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 6049 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 218.701 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8800 Future ADT Year 2042 Bypass Detour 21.699999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30850 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 65ft.-85ft.-65ft. TYPE IV P.C. BM. SPANS W/ 40.0ft. CLR. RDWY & TR-4 TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index -1 Latitude 35:06:28.83 Longitude -97:39:10.96 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 76 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30850 Vault Link http://plansrv1/bridgemaintvault/b30850 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 35.10800833 Longitude DD -97.65304444 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31109 x -10870687.1814737 y 4178568.74905762
30849	4040F1679 X	30849	—	S.H. 63	BILLY CREEK		80ft.-80ft.-80ft. PC BEAM BRIDGE	1901	34.6826	-94.77587222	240	-1	—	3	0	—	—	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	Open, no restriction (A)	100	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	540	2016	5	Unmatched
Raw data OBJECTID 31108 BRKEY 30849 NBI No. 30849 On Under 1 Structure No. 4040F1679 X Control No. 040 Lane Ind. Milepoint 16790 Facility Carried S.H. 63 Feature Intersected BILLY CREEK Division 02 County 079 Location 17 SE JCT U.S. 271 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00063 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total 540 ADT Year 2016 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 240 Deck Width -1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 864 Future ADT Year 2036 Bypass Detour 0 School Bus Rte. 3 Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30849 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 80ft.-80ft.-80ft. PC BEAM BRIDGE Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:40:57.36 Longitude -94:46:33.14 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 63 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30849 Vault Link http://plansrv1/bridgemaintvault/b30849 GIS FO/SD Meets Standards H Inv. Method Latitude DD 34.6826 Longitude DD -94.77587222 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31108 x -10550401.8350188 y 4120830.97217444
30754	7508R1345 X	30754	—	S.H. 152	A.T. & S.F. R.R. UNDER		94ft.-114ft.-94ft. TYPE IV PCB SPANS, 40ft. CL RDY, TR4 TRAFFIC RAILS	1901	35.291264	-99.12684444	990.814	-1	—	3	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	-1	5	Unmatched
Raw data OBJECTID 31103 BRKEY 30754 NBI No. 30754 On Under 1 Structure No. 7508R1345 X Control No. 008 Lane Ind. Milepoint 13450 Facility Carried S.H. 152 Feature Intersected A.T. & S.F. R.R. UNDER Division 05 County 149 Location 13.5 E BECKHAM CO. Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 2 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total -1 ADT Year -1 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 990.814 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year -1 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30754 ODOT County 75 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. -1 Nav. VC -1 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 94ft.-114ft.-94ft. TYPE IV PCB SPANS, 40ft. CL RDY, TR4 TRAFFIC RAILS Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:17:28.55 Longitude -99:07:36.64 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 152 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30754 Vault Link http://plansrv1/bridgemaintvault/b30754 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.291264 Longitude DD -99.12684444 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31103 x -11034749.8470048 y 4203533.54279126
31044	0234 0879 X	31044	—	S.H. 38	SALT FORK OF ARKANSAS R.	-1	4-100ft. TYPE IV PC BEAMS SPANS, 40ft. ROADWAY, 6ft. SDWLK, TR4 + PED RAILS	2017	36.75190278	-98.12817778	401.001	49.199	—	4	0	2	39.199	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.6	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	200	2022	5	Unmatched
Raw data OBJECTID 31099 BRKEY 31044 NBI No. 31044 On Under 1 Structure No. 0234 0879 X Control No. 034 Lane Ind. Milepoint 08790 Facility Carried S.H. 38 Feature Intersected SALT FORK OF ARKANSAS R. Division 06 County 003 Location 9.8 N JCT U.S. 64 Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00038 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.199 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 39.199 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 401.001 Deck Width 49.199 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.6 HS Inv. Rating Method 3 HS Inv. Method 42.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 320 Future ADT Year 2042 Bypass Detour 24.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31044 ODOT County 02 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6.401 Rt. Curb SW 6.401 Description 4-100ft. TYPE IV PC BEAMS SPANS, 40ft. ROADWAY, 6ft. SDWLK, TR4 + PED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 36:45:06.85 Longitude -98:07:41.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 38 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31044 Vault Link http://plansrv1/bridgemaintvault/b31044 GIS FO/SD Meets Standards H Inv. Method 42.4 Latitude DD 36.75190278 Longitude DD -98.12817778 ODOT County Number 2 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31099 x -10923578.7829414 y 4404581.42358018
31041	5586T0450 X	31041	—	KILPATRICK TP	BNSF R.R. UNDER	-1	62ft.-176ft.-78ft. TYPE III P.C. BEAM AND STEEL PLATE GIRDER	2013	35.59966944	-97.50888889	316.001	148.999	—	3	22	9	142.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	47600	2022	5	Unmatched
Raw data OBJECTID 31096 BRKEY 31041 NBI No. 31041 On Under 1 Structure No. 5586T0450 X Control No. 086 Lane Ind. Milepoint 04500 Facility Carried KILPATRICK TP Feature Intersected BNSF R.R. UNDER Division 04 County 109 Location MILE MARKER 130.42 Sufficiency 96.7 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 77.999 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2013 ADT Total 47600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 22 No. Main Spans 3 Road Width 142.999 Ref. Underclearance Rt. R Underclearance Right 12.999 Underclearance Left 27.001 Deck Structure Type 1 No. Lanes 9 Fill RCB Appr. Roadway Width 77.999 Span Type Main M Material 3 - Steel Design 02 Length 316.001 Deck Width 148.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N 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 76160 Future ADT Year 2042 Bypass Detour 0.621371 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2305 Min Measured Clearance 000 NBI Rating 31041 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 62ft.-176ft.-78ft. TYPE III P.C. BEAM AND STEEL PLATE GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:35:58.81 Longitude -97:30:32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name KILPATRICK TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 130.42 NBI Text 31041 Vault Link http://plansrv1/bridgemaintvault/b31041 GIS FO/SD Meets Standards H Inv. Method 20.062 Latitude DD 35.59966944 Longitude DD -97.50888889 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31096 x -10854639.8590527 y 4245675.40443319
30949	5718 0786 X	30949	—	S.H. 18	SYCAMORE CREEK		50ft.-70ft.-50ft. PC BEAM TYPE II & III W/ 40ft. CLRY TR4 TRAFFIC RAIL	2024	36.45277778	-96.58444444	170	42.166	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.7	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	800	2022	5	Unmatched
Raw data OBJECTID 31094 BRKEY 30949 NBI No. 30949 On Under 1 Structure No. 5718 0786 X Control No. 018 Lane Ind. Milepoint 07860 Facility Carried S.H. 18 Feature Intersected SYCAMORE CREEK Division 08 County 113 Location 7.9 E OF S.H. 18 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2024 ADT Total 800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 170 Deck Width 42.166 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 44.8 HS Inv. Rating Method 3 HS Inv. Method 34.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1150 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 1 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30949 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-70ft.-50ft. PC BEAM TYPE II & III W/ 40ft. CLRY TR4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:27:10 Longitude -96:35:04 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30949 Vault Link http://plansrv1/bridgemaintvault/b30949 GIS FO/SD Meets Standards H Inv. Method 34.5 Latitude DD 36.45277778 Longitude DD -96.58444444 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31094 x -10751731.173612 y 4363103.08833369
30948	6714 0439 X	30948	—	S.H. 9	UNNAMED CREEK		3- 14 ft. X 10 ft. X 146 ft. R.C. BOX W/ 10 ft. DROP BROKEN BACK 1: 2, SKEW 20 DEG. LF & 8 ft. CURTAIN WALL	2021	35.246519	-96.622578	44	0	—	3	20	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2205	2022	5	Unmatched
Raw data OBJECTID 31093 BRKEY 30948 NBI No. 30948 On Under 1 Structure No. 6714 0439 X Control No. 014 Lane Ind. Milepoint 04390 Facility Carried S.H. 9 Feature Intersected UNNAMED CREEK Division 03 County 133 Location 2.7 E JCT S.H. 99 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00009 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 2021 ADT Total 2205 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 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 22 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 44 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.8 HS Inv. Rating Method 3 HS Inv. Method 46.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3095 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30948 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 14 ft. X 10 ft. X 146 ft. R.C. BOX W/ 10 ft. DROP BROKEN BACK 1: 2, SKEW 20 DEG. LF & 8 ft. CURTAIN WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:14:47.47 Longitude -96:37:21.28 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30948 Vault Link http://plansrv1/bridgemaintvault/b30948 GIS FO/SD Meets Standards H Inv. Method 25.8 Latitude DD 35.246519 Longitude DD -96.622578 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31093 x -10755976.1820934 y 4197432.76080141
30947	6340F0762SX	30947	—	I-40	COUNTY ROAD UNDER		96ft.-94ft.-96ft. PLATE GIRDER 50ft. RDY SK 45 RF F SHAPE	1901	35.31666667	-95.55972222	286	-1	—	3	45	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	-1	-1	5	Unmatched
Raw data OBJECTID 31092 BRKEY 30947 NBI No. 30947 On Under 1 Structure No. 6340F0762SX Control No. 040 Lane Ind. S Milepoint 07620 Facility Carried I-40 Feature Intersected COUNTY ROAD UNDER Division 03 County 125 Location 7.6 E OF OK C/L Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1901 ADT Total -1 ADT Year -1 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 286 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year -1 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30947 ODOT County 63 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. -1 Nav. VC -1 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 96ft.-94ft.-96ft. PLATE GIRDER 50ft. RDY SK 45 RF F SHAPE Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:19:00 Longitude -95:33:35 I257A I257B I257C I257D I257E I263 Roadway Name I-40 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30947 Vault Link http://plansrv1/bridgemaintvault/b30947 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31092 x -10637659.6178771 y 4206998.58465707
30946	6340R0762 X	30946	—	I-40	COUNTY ROAD UNDER		96ft.-94ft.-96ft. PLATE GIRDER 50ft. RDWY 45 SK RF F SHAPE	1901	35.31666667	-95.55972222	286	-1	—	3	45	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	-1	-1	5	Unmatched
Raw data OBJECTID 31091 BRKEY 30946 NBI No. 30946 On Under 1 Structure No. 6340R0762 X Control No. 040 Lane Ind. Milepoint 07620 Facility Carried I-40 Feature Intersected COUNTY ROAD UNDER Division 03 County 125 Location 7.6 E OK C/L Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Horizontal Clearance -1 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1901 ADT Total -1 ADT Year -1 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 286 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year -1 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30946 ODOT County 63 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. -1 Nav. VC -1 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 96ft.-94ft.-96ft. PLATE GIRDER 50ft. RDWY 45 SK RF F SHAPE Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:19:00 Longitude -95:33:35 I257A I257B I257C I257D I257E I263 Roadway Name I-40 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30946 Vault Link http://plansrv1/bridgemaintvault/b30946 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.31666667 Longitude DD -95.55972222 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31091 x -10637659.6178771 y 4206998.58465707
30945	6734 0652 X	30945	—	S.H. 99A	EAST GAR CREEK	-1	40ft.-75ft.-40ft. TYPE II & III P.C. BM. SPANS W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL	2017	35.34795	-96.555972	155.499	42.201	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	960	2022	5	Unmatched
Raw data OBJECTID 31090 BRKEY 30945 NBI No. 30945 On Under 1 Structure No. 6734 0652 X Control No. 034 Lane Ind. Milepoint 06520 Facility Carried S.H. 99A Feature Intersected EAST GAR CREEK Division 03 County 133 Location 6.5 E S.H. 99 Sufficiency 98.9 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 960 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155.499 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.3 HS Inv. Rating Method 3 HS Inv. Method 40.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1536 Future ADT Year 2042 Bypass Detour 14.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 30945 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-75ft.-40ft. TYPE II & III P.C. BM. SPANS W/ 40ft. CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:20:52.62 Longitude -96:33:21.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99A Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 30945 Vault Link http://plansrv1/bridgemaintvault/b30945 GIS FO/SD Meets Standards H Inv. Method 40.2 Latitude DD 35.34795 Longitude DD -96.555972 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31090 x -10748561.6360896 y 4211267.27168321
30846	6240F1023 X	30846	—	S.H. 99	WALNUT CREEK		2-14ft.X11ft. RCB W / 80ft. RDY	1901	34.64854167	-96.63481389	91.864	-1	—	2	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31087 BRKEY 30846 NBI No. 30846 On Under 1 Structure No. 6240F1023 X Control No. 040 Lane Ind. Milepoint 10230 Facility Carried S.H. 99 Feature Intersected WALNUT CREEK Division 03 County 123 Location 6.2 S JCT S.H. 3 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 91.864 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30846 ODOT County 62 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-14ft.X11ft. RCB W / 80ft. RDY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:38:54.75 Longitude -96:38:05.33 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 99 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30846 Vault Link http://plansrv1/bridgemaintvault/b30846 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.64854167 Longitude DD -96.63481389 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31087 x -10757338.2751376 y 4116221.34212338
30845	6240F0876 X	30845	—	S.H. 99	MILL CREEK		2-14ft.X9ft. RCB W/5ft. DROP AND 111ft. - 2in. CL RDY	1901	34.62738056	-96.63478056	91.864	-1	—	2	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31086 BRKEY 30845 NBI No. 30845 On Under 1 Structure No. 6240F0876 X Control No. 040 Lane Ind. Milepoint 08760 Facility Carried S.H. 99 Feature Intersected MILL CREEK Division 03 County 123 Location 7.6 S OF JCT S.H. 3 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 91.864 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30845 ODOT County 62 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-14ft.X9ft. RCB W/5ft. DROP AND 111ft. - 2in. CL RDY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:37:38.57 Longitude -96:38:05.21 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 99 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30845 Vault Link http://plansrv1/bridgemaintvault/b30845 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.62738056 Longitude DD -96.63478056 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31086 x -10757334.5648589 y 4113358.24217191
30751	0905 2363 XR	30751	—	I-40 WB RAMP	CREEK	-1	3-10ft X 8ft X 190ft. RCB - SKEWED 10 DEG LF	2016	35.50136111	-97.90081111	32.001	0	—	3	10	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	500	2022	5	Unmatched
Raw data OBJECTID 31082 BRKEY 30751 NBI No. 30751 On Under 1 Structure No. 0905 2363 XR Control No. 005 Lane Ind. Milepoint 23630 Facility Carried I-40 WB RAMP Feature Intersected CREEK Division 04 County 017 Location 2.02E US81 &375'N OF I-40 Sufficiency 100 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 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 11 Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.28 HS Inv. Rating Method 3 HS Inv. Method 58.863 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 0.621371 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 30751 ODOT County 09 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 190ft. RCB - SKEWED 10 DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name -1 H Index 100 Latitude 35:30:04.9 Longitude -97:54:02.92 I257A C I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB OFF-RAMP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 30751 Vault Link http://plansrv1/bridgemaintvault/b30751 GIS FO/SD Meets Standards H Inv. Method 33.841 Latitude DD 35.50136111 Longitude DD -97.90081111 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31082 x -10898268.4410137 y 4232224.57770126
30750	0905 2361 X	30750	—	RADIO RD.	I-40 UNDER	-1	151ft -151ft PLATE GIRDER, 68ft. RDWY, 10ft. CURBS, F-SHP	2016	35.50018889	-97.90174167	302.001	91.001	—	2	0	2	67.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1000	2022	5	Unmatched
Raw data OBJECTID 31081 BRKEY 30750 NBI No. 30750 On Under 1 Structure No. 0905 2361 X Control No. Lane Ind. Milepoint Facility Carried RADIO RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 2.0E OF I-40 & U.S. 81 Sufficiency 97.5 Kind Hwy 4 Level Service 1 Route No. 00286 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 1000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 14.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 302.001 Deck Width 91.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57 HS Inv. Rating Method 3 HS Inv. Method 44 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1600 Future ADT Year 2042 Bypass Detour 6.21 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 30750 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 10 Description 151ft -151ft PLATE GIRDER, 68ft. RDWY, 10ft. CURBS, F-SHP Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:30:00.68 Longitude -97:54:06.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name RADIO ROAD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30750 Vault Link http://plansrv1/bridgemaintvault/b30750 GIS FO/SD Meets Standards H Inv. Method 43 Latitude DD 35.50018889 Longitude DD -97.90174167 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31081 x -10898372.030479 y 4232064.29062947
30747	0905 2359 XR	30747	—	I-40 RAMP/ CNTY RD	CREEK	-1	3-10X8X374ft. RCB, 39 DEGREE RF	2016	35.4993	-97.90197778	43.75	0	—	3	39	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	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)	A	500	2022	5	Unmatched
Raw data OBJECTID 31078 BRKEY 30747 NBI No. 30747 On Under 1 Structure No. 0905 2359 XR Control No. 005 Lane Ind. Milepoint 23590 Facility Carried I-40 RAMP/ CNTY RD Feature Intersected CREEK Division 04 County 017 Location 1.98E US81 &400'S OF I-40 Sufficiency 85 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 39 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB 21 Appr. Roadway Width 93.999 Span Type Main M Material 1 - Concrete Design 19 Length 43.75 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 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 100 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 0.621371 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 30747 ODOT County 09 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 3-10X8X374ft. RCB, 39 DEGREE RF Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name -1 H Index 100 Latitude 35:29:57.48 Longitude -97:54:07.12 I257A C I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB ON-RAMP, RADIO ROAD Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 30747 Vault Link http://plansrv1/bridgemaintvault/b30747 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 35.4993 Longitude DD -97.90197778 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31078 x -10898398.314124 y 4231942.74710754
30944	6714 0625 X	30944	—	S.H. 9	UNNAMED CREEK		20 ft. X 8 ft. X 121 ft. R.C. BOX W/ 7 ft. INTERNAL DROP, SKEW 45 DEG. RF, & 8 ft. CURTAIN WALLS	2021	35.246456	-96.589642	20	0	—	1	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2163	2022	5	Unmatched
Raw data OBJECTID 31071 BRKEY 30944 NBI No. 30944 On Under 1 Structure No. 6714 0625 X Control No. 014 Lane Ind. Milepoint 06250 Facility Carried S.H. 9 Feature Intersected UNNAMED CREEK Division 03 County 133 Location 4.6 E JCT S.H. 99 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00009 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 2021 ADT Total 2163 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 05 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 81.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2954 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30944 ODOT County 67 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 20 ft. X 8 ft. X 121 ft. R.C. BOX W/ 7 ft. INTERNAL DROP, SKEW 45 DEG. RF, & 8 ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:14:47.24 Longitude -96:35:22.71 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30944 Vault Link http://plansrv1/bridgemaintvault/b30944 GIS FO/SD Meets Standards H Inv. Method 48.8 Latitude DD 35.246456 Longitude DD -96.589642 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31071 x -10752309.7633446 y 4197424.17340582
30943	6714 0600 X	30943	—	S.H. 9	UNNAMED CREEK		20 ft. X 7 ft. X 89 ft. R.C. BOX W/ 6 ft. INTERNAL DROP, SKEWED 15 DEG. LF, & 8 ft. CURTAIN WALLS	2021	35.2465	-96.5941	20	0	—	1	15	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2163	2022	5	Unmatched
Raw data OBJECTID 31070 BRKEY 30943 NBI No. 30943 On Under 1 Structure No. 6714 0600 X Control No. 014 Lane Ind. Milepoint 06000 Facility Carried S.H. 9 Feature Intersected UNNAMED CREEK Division 03 County 133 Location 4.4 E JCT S.H. 99 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00009 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 2021 ADT Total 2163 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 03 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 81.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2954 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 30943 ODOT County 67 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 20 ft. X 7 ft. X 89 ft. R.C. BOX W/ 6 ft. INTERNAL DROP, SKEWED 15 DEG. LF, & 8 ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:14:47.4 Longitude -96:35:38.76 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 30943 Vault Link http://plansrv1/bridgemaintvault/b30943 GIS FO/SD Meets Standards H Inv. Method 46.8 Latitude DD 35.2465 Longitude DD -96.5941 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31070 x -10752806.0256345 y 4197430.17095124
31310	6817 0492 X	31310	—	S.H. 101	CEDAR CREEK		(3) 12ft. X 6ft. X 92ft. RCB SK 30 DEG.	2023	35.50694444	-94.68444444	44.5	81.5	—	3	30	2	79.5	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	580	2022	5	Unmatched
Raw data OBJECTID 31065 BRKEY 31310 NBI No. 31310 On Under 1 Structure No. 6817 0492 X Control No. 017 Lane Ind. Milepoint 04920 Facility Carried S.H. 101 Feature Intersected CEDAR CREEK Division 01 County 135 Location 4.92 E JCT U.S. 59 Sufficiency 98.7 Kind Hwy 3 Level Service 1 Route No. 00101 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2023 ADT Total 580 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 79.5 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 44.5 Deck Width 81.5 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 177.1 HS Inv. Rating Method 3 HS Inv. Method 136.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 928 Future ADT Year 2042 Bypass Detour 29.6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31310 ODOT County 68 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 6ft. X 92ft. RCB SK 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:30:25 Longitude -94:41:04 I257A C I257B I257C I257D I257E I263 Roadway Name S.H. 101 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17-0492 NBI Text 31310 Vault Link http://plansrv1/bridgemaintvault/b31310 GIS FO/SD Meets Standards H Inv. Method 136.5 Latitude DD 35.50694444 Longitude DD -94.68444444 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31065 x -10540224.1411048 y 4232988.06344141
31211	5571 0828SXF	31211	—	I-240 SERVICE ROAD	CRUTCHO CREEK	-1	(3) 10ft. X 12ft. X 58ft. RCB SK 30 DEG LF	2014	35.390567	-97.429475	40.499	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99	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)	A	200	2022	5	Unmatched
Raw data OBJECTID 31056 BRKEY 31211 NBI No. 31211 On Under 1 Structure No. 5571 0828SXF Control No. 071 Lane Ind. S Milepoint 08280 Facility Carried I-240 SERVICE ROAD Feature Intersected CRUTCHO CREEK Division 04 County 109 Location 3.7 E I-35 JCT Sufficiency 99 Kind Hwy 2 Level Service 8 Route No. 00240 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2014 ADT Total 200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 40.499 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 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 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 500 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 31211 ODOT County 55 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 12ft. X 58ft. RCB SK 30 DEG LF Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name -1 H Index 99.3322 Latitude 35:23:26.04 Longitude -97:25:46.11 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name I-240 FRONTAGE RD. Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID NBI Text 31211 Vault Link http://plansrv1/bridgemaintvault/b31211 GIS FO/SD Meets Standards H Inv. Method 35.9 Latitude DD 35.390567 Longitude DD -97.429475 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31056 x -10845799.545256 y 4217085.12678741
31210	1737 0850 X	31210	—	S.H. 5 A	BAILEY B TP (I-44) UNDER	-1	2-110 PCB, 40ft. CLR. W/F-SHAPED PARAPETS	2016	34.27527778	-98.42972222	220	42.999	—	2	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Satisfactory (6)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	300	2022	5	Unmatched
Raw data OBJECTID 31055 BRKEY 31210 NBI No. 31210 On Under 1 Structure No. 1737 0850 X Control No. Lane Ind. Milepoint Facility Carried S.H. 5 A Feature Intersected BAILEY B TP (I-44) UNDER Division 07 County 033 Location 1.3 E OF U.S. 277 Sufficiency 92.1 Kind Hwy 3 Level Service 1 Route No. 0005A Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76 HS Inv. Rating Method 3 HS Inv. Method 30 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 480 Future ADT Year 2042 Bypass Detour 1.9 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 1707 Min Measured Clearance 1700 NBI Rating 31210 ODOT County 17 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-110 PCB, 40ft. CLR. W/F-SHAPED PARAPETS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:16:31 Longitude -98:25:47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5A Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 16.45 NBI Text 31210 Vault Link http://plansrv1/bridgemaintvault/b31210 GIS FO/SD FO H Inv. Method 29 Latitude DD 34.27527778 Longitude DD -98.42972222 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31055 x -10957146.5564538 y 4065825.27157636
31397	1820 0354 X	31397	—	S.H. 10	BIG CABIN CREEK		INTEGRAL, 65ft.-100ft.-65ft. STEEL GIRDER SPANS, 40ft.-0in. CL. RDWY. 0 DEG.. SKEW	2019	36.873567	-95.164178	230.5	42.17	—	3	0	2	40	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	500	2022	5	Unmatched
Raw data OBJECTID 31044 BRKEY 31397 NBI No. 31397 On Under 1 Structure No. 1820 0354 X Control No. 020 Lane Ind. Milepoint 03540 Facility Carried S.H. 10 Feature Intersected BIG CABIN CREEK Division 08 County 035 Location 3.5 W OF JCT U.S. 59 Sufficiency 100 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 2019 ADT Total 500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 230.5 Deck Width 42.17 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 700 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31397 ODOT County 18 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description INTEGRAL, 65ft.-100ft.-65ft. STEEL GIRDER SPANS, 40ft.-0in. CL. RDWY. 0 DEG.. SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:52:24.84 Longitude -95:09:51.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 10 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31397 Vault Link http://plansrv1/bridgemaintvault/b31397 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 36.873567 Longitude DD -95.164178 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31044 x -10593627.8367204 y 4421498.27933327
31304	7004 1100NX	31304	—	U.S. 54 WB	PONY CREEK		3-16ft. X 15 X 72.5 ft. long R.C. Box	2017	36.77755833	-101.33103056	50	72.5	—	3	0	2	44	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6800	2022	5	Unmatched
Raw data OBJECTID 31041 BRKEY 31304 NBI No. 31304 On Under 1 Structure No. 7004 1100NX Control No. 004 Lane Ind. N Milepoint 11000 Facility Carried U.S. 54 WB Feature Intersected PONY CREEK Division 06 County 139 Location 10.8 NE JCT S.H. 3 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00054 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2017 ADT Total 6800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 50 Deck Width 72.5 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 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.9 HS Inv. Rating Method 3 HS Inv. Method 48.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31304 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16ft. X 15 X 72.5 ft. long R.C. Box Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:46:39.21 Longitude -101:19:51.71 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 54 WB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31304 Vault Link http://plansrv1/bridgemaintvault/b31304 GIS FO/SD Meets Standards H Inv. Method 26.6 Latitude DD 36.77755833 Longitude DD -101.33103056 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31041 x -11280118.7234968 y 4408146.47533263
31303	5317 0128 X	31303	—	S.H. 28	SALT CREEK		85FT - 100FT - 85FT TYPE IV P.C. BEAM SPANS. 30 DEG. SKEW WITH 40FT CL. RDY. AND TR-4 RAIL.	2018	36.68027778	-95.48555556	274	42.17	—	3	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	700	2022	5	Unmatched
Raw data OBJECTID 31040 BRKEY 31303 NBI No. 31303 On Under 1 Structure No. 5317 0128 X Control No. 017 Lane Ind. Milepoint 01280 Facility Carried S.H. 28 Feature Intersected SALT CREEK Division 08 County 105 Location 1.3 MI. S. OF JCT. US 60 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00028 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 274 Deck Width 42.17 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 85 HS Inv. Rating Method 3 HS Inv. Method 47 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31303 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 85FT - 100FT - 85FT TYPE IV P.C. BEAM SPANS. 30 DEG. SKEW WITH 40FT CL. RDY. AND TR-4 RAIL. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:40:49 Longitude -95:29:08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 28 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31303 Vault Link http://plansrv1/bridgemaintvault/b31303 GIS FO/SD Meets Standards H Inv. Method 46 Latitude DD 36.68027778 Longitude DD -95.48555556 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31040 x -10629403.423052 y 4394634.83898046
31302	2138 0338 X	31302	—	S.H. 85A	HORSE CREEK		(1) 121ft - (5) 120ft. - (3) 40ft. - (5) 120ft - (1) 121ft Type j & II PCB spans with 44ft. roadway clearance.	2023	36.622222	-94.910278	1562.18	46	—	3	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3300	2022	5	Unmatched
Raw data OBJECTID 31039 BRKEY 31302 NBI No. 31302 On Under 1 Structure No. 2138 0338 X Control No. 038 Lane Ind. Milepoint 0338 Facility Carried S.H. 85A Feature Intersected HORSE CREEK Division 08 County 041 Location 3.5 E S.H. 85 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 0085A Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2023 ADT Total 3300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1562.18 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 72.8 HS Inv. Rating Method 3 HS Inv. Method 55.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4600 Future ADT Year 2042 Bypass Detour 1E-06 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31302 ODOT County 21 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (1) 121ft - (5) 120ft. - (3) 40ft. - (5) 120ft - (1) 121ft Type j & II PCB spans with 44ft. roadway clearance. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:37:20 Longitude -94:54:37 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 85A Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31302 Vault Link http://plansrv1/bridgemaintvault/b31302 GIS FO/SD Meets Standards H Inv. Method 55.2 Latitude DD 36.622222 Longitude DD -94.910278 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31039 x -10565363.818008 y 4386579.41008961
31301	7236 0743 X	31301	—	S.H. 11	HOMINY CREEK		2-100ft., 3-+95ft. TYPE IV BEAM SPANS, 40ft. CLR RDWY, 30 DEGREE SKEW, WITH TR-4 RAIL.	2018	36.31531944	-95.99154167	488	42	—	5	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	5600	2022	5	Unmatched
Raw data OBJECTID 31038 BRKEY 31301 NBI No. 31301 On Under 1 Structure No. 7236 0743 X Control No. 036 Lane Ind. Milepoint 07430 Facility Carried S.H. 11 Feature Intersected HOMINY CREEK Division 08 County 143 Location 7 SW S.H. 20 & U.S. 75 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2018 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 488 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 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 3 HS Operating Rating 88.4 HS Inv. Rating Method 3 HS Inv. Method 46.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7840 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31301 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft., 3-+95ft. TYPE IV BEAM SPANS, 40ft. CLR RDWY, 30 DEGREE SKEW, WITH TR-4 RAIL. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:18:55.15 Longitude -95:59:29.55 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31301 Vault Link http://plansrv1/bridgemaintvault/b31301 GIS FO/SD Meets Standards H Inv. Method 46.4 Latitude DD 36.31531944 Longitude DD -95.99154167 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31038 x -10685729.5391657 y 4344096.03355279
31112	1125F0050 X	31112	—	S.H. 100	DRY CREEK		180ft.-240ft.-180ft. STEEL PLATE GIRDER	1901	35.76272778	-94.89232222	600	-1	—	3	0	-1	-1	3 - Steel	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31029 BRKEY 31112 NBI No. 31112 On Under 1 Structure No. 1125F0050 X Control No. 025 Lane Ind. Milepoint 00500 Facility Carried S.H. 100 Feature Intersected DRY CREEK Division 01 County 021 Location .5 MILES E S.H. 82 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00100 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 3 - Steel Design 02 Length 600 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31112 ODOT County 11 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 180ft.-240ft.-180ft. STEEL PLATE GIRDER Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:45:45.82 Longitude -94:53:32.36 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 100 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31112 Vault Link http://plansrv1/bridgemaintvault/b31112 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.76272778 Longitude DD -94.89232222 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31029 x -10563364.9897216 y 4268022.00440484
31295	4116 0670 X	31295	—	S.H. 18	DRY CREEK		3- 75 ft P.C. BM. SPANS X 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL	2019	35.798964	-96.876061	225.5	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.7	Good (7)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2081	2022	5	Unmatched
Raw data OBJECTID 31014 BRKEY 31295 NBI No. 31295 On Under 1 Structure No. 4116 0670 X Control No. 016 Lane Ind. Milepoint 06700 Facility Carried S.H. 18 Feature Intersected DRY CREEK Division 03 County 081 Location 6.9 N JCT S.H. 66 Sufficiency 98.7 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 21.98 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2019 ADT Total 2081 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 225.5 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2250 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31295 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 75 ft P.C. BM. SPANS X 40 ft CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:47:56.27 Longitude -96:52:33.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31295 Vault Link http://plansrv1/bridgemaintvault/b31295 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 35.798964 Longitude DD -96.876061 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31014 x -10784193.7805781 y 4272994.27105833
31294	5906 0658 X	31294	—	U.S. 64	PEDESTRIAN TRAIL UNDER		30ft.X22ft.X105ft. PRECAST CONCRETE ARCH	2021	36.301111	-96.463611	33.666	0	—	1	20	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	Excellent (9)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Excellent (9)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	8100	2022	5	Unmatched
Raw data OBJECTID 31013 BRKEY 31294 NBI No. 31294 On Under 1 Structure No. 5906 0658 X Control No. 006 Lane Ind. Milepoint 06580 Facility Carried U.S. 64 Feature Intersected PEDESTRIAN TRAIL UNDER Division 08 County 117 Location .2 S OF S.H. 99 Sufficiency 85 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 3 Vertical Clearance _ Horizontal Clearance 44 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 2021 ADT Total 8100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 44 Span Type Main M Material 1 - Concrete Design 19 Length 33.666 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 9 Structure Rating 9 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.1 HS Inv. Rating Method 3 HS Inv. Method 36.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11400 Future ADT Year 2042 Bypass Detour 27.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31294 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.X22ft.X105ft. PRECAST CONCRETE ARCH Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:18:04 Longitude -96:27:49 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 64 Scour N Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31294 Vault Link http://plansrv1/bridgemaintvault/b31294 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 36.301111 Longitude DD -96.463611 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31013 x -10738280.0566004 y 4342133.27461638
31105	5576T1130 X	31105	—	HOGBACK RD (5580C)	TURNER TP (I-44) UNDER	-1	110ft. , 2-152.5ft. , 110ft. PLATE GIRDER, 58ft. RDWY, F-SHP	2014	35.63722222	-97.23305556	525	61.001	—	4	63	2	57.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	17 - Collector (Urban)	T	140	2022	5	Unmatched
Raw data OBJECTID 31004 BRKEY 31105 NBI No. 31105 On Under 1 Structure No. 5576T1130 X Control No. Lane Ind. Milepoint Facility Carried HOGBACK RD (5580C) Feature Intersected TURNER TP (I-44) UNDER Division 04 County 109 Location 11.2 MI N E JCT I-35 Sufficiency 99.9 Kind Hwy 4 Level Service 1 Route No. 5580C Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 57.999 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 2014 ADT Total 140 ADT Year 2022 Design Load NO VALUE GIVEN Skew 63 No. Main Spans 4 Road Width 57.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 57.001 Span Type Main M Material 3 - Steel Design 02 Length 525 Deck Width 61.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 3 HS Operating Rating 75.619 HS Inv. Rating Method 3 HS Inv. Method 58.312 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 224 Future ADT Year 2042 Bypass Detour 8.08 School Bus Rte. 0 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 31105 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 110ft. , 2-152.5ft. , 110ft. PLATE GIRDER, 58ft. RDWY, F-SHP Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:38:14 Longitude -97:13:59 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name HOGBACK RD (5580C) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11.20 NBI Text 31105 Vault Link http://plansrv1/bridgemaintvault/b31105 GIS FO/SD Meets Standards H Inv. Method 47.84 Latitude DD 35.63722222 Longitude DD -97.23305556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 31004 x -10823934.2332133 y 4250817.84268315
31384	0720F2139 X	31384	—	S.H. 78	CANEY CREEK		2-12ft.X12ft.X94.5ft. RCB SKEWED 30 LEFT FORWARD	1901	33.85944444	-96.37472222	25	-1	—	2	30	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 30995 BRKEY 31384 NBI No. 31384 On Under 1 Structure No. 0720F2139 X Control No. 020 Lane Ind. Milepoint 21390 Facility Carried S.H. 78 Feature Intersected CANEY CREEK Division 02 County 013 Location 21.39 N.W. TEXAS S/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31384 ODOT County 07 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-12ft.X12ft.X94.5ft. RCB SKEWED 30 LEFT FORWARD Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:51:34 Longitude -96:22:29 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 78 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31384 Vault Link http://plansrv1/bridgemaintvault/b31384 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 33.85944444 Longitude DD -96.37472222 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30995 x -10728385.0028736 y 4009944.42690443
31383	0720 1779 X	31383	—	S.H. 78	ISLAND BAYOU CREEK		70ft.X70ft.X70ft. TYPE III P.C. BEAM SPANS, 40ft.-0in. CL. RDY W/TR-4 RAILS	2023	33.859444	-96.374722	210	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3150	2022	5	Unmatched
Raw data OBJECTID 30994 BRKEY 31383 NBI No. 31383 On Under 1 Structure No. 0720 1779 X Control No. 020 Lane Ind. Milepoint 17790 Facility Carried S.H. 78 Feature Intersected ISLAND BAYOU CREEK Division 02 County 013 Location 17.79 N.W. TEXAS S/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2023 ADT Total 3150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 0 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.1 HS Inv. Rating Method 3 HS Inv. Method 43.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31383 ODOT County 07 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.1 Rt. Curb SW 1.1 Description 70ft.X70ft.X70ft. TYPE III P.C. BEAM SPANS, 40ft.-0in. CL. RDY W/TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:51:34 Longitude -96:22:29 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 78 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 77 NBI Text 31383 Vault Link http://plansrv1/bridgemaintvault/b31383 GIS FO/SD Meets Standards H Inv. Method 43.2 Latitude DD 33.859444 Longitude DD -96.374722 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30994 x -10728384.9783833 y 4009944.36792061
31291	4502F0261 X	31291	—	U.S. 70	CREEK		3-10ft.X4ft. X135ft. RCB	1901	34.00527778	-95.11472222	32	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	-1	2022	5	Unmatched
Raw data OBJECTID 30992 BRKEY 31291 NBI No. 31291 On Under 1 Structure No. 4502F0261 X Control No. 002 Lane Ind. Milepoint 02610 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 2.6 E CHOCTAW C/L Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 32 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31291 ODOT County 45 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-10ft.X4ft. X135ft. RCB Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:00:19 Longitude -95:06:53 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 70 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31291 Vault Link http://plansrv1/bridgemaintvault/b31291 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.00527778 Longitude DD -95.11472222 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 30992 x -10588122.4444741 y 4029510.72505841
31290	4502R0300 X	31290	—	U.S. 70	CREEK		3-6ft.X3ft. 106ft. LONG RCB	1901	34.00388889	-95.10861111	20	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	-1	-1	5	Unmatched
Raw data OBJECTID 30991 BRKEY 31290 NBI No. 31290 On Under 1 Structure No. 4502R0300 X Control No. 002 Lane Ind. Milepoint 03000 Facility Carried U.S. 70 Feature Intersected CREEK Division 02 County 089 Location 3 E CHOCTAW C/L Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1901 ADT Total -1 ADT Year -1 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year -1 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31290 ODOT County 45 Nav. Control _ Nav. HC -1 Lft. Br. Nav. Cl. -1 Nav. VC -1 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-6ft.X3ft. 106ft. LONG RCB Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:00:14 Longitude -95:06:31 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 70 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31290 Vault Link http://plansrv1/bridgemaintvault/b31290 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.00388889 Longitude DD -95.10861111 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 30991 x -10587442.1588207 y 4029324.22100126
31095	7510 1913 X	31095	—	S.H. 152	TAYLOR CREEK	-1	2-12ft.X10ft.X162ft. RDY. RCB, SK. 12 DEG. L.F.	2016	35.290589	-98.649931	23.999	0	—	2	12	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 30976 BRKEY 31095 NBI No. 31095 On Under 1 Structure No. 7510 1913 X Control No. 010 Lane Ind. Milepoint 19130 Facility Carried S.H. 152 Feature Intersected TAYLOR CREEK Division 05 County 149 Location 1.5 W OF CADDO C/L Sufficiency 92.4 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2016 ADT Total 1200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 12 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 15 Appr. Roadway Width 42.001 Span Type Main M Material 1 - Concrete Design 19 Length 23.999 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 6 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 100 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1920 Future ADT Year 2042 Bypass Detour 70.200002 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 31095 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X10ft.X162ft. RDY. RCB, SK. 12 DEG. L.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:17:26.12 Longitude -98:38:59.75 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31095 Vault Link http://plansrv1/bridgemaintvault/b31095 GIS FO/SD Meets Standards H Inv. Method 100 Latitude DD 35.290589 Longitude DD -98.649931 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30976 x -10981660.0857116 y 4203441.48449888
31382	0720 1701 X	31382	—	S.H. 78	TRIB. TO ISLAND BAYOU CR		20ft.X10ft.X121.62ft. LONG RCB SHEWED 45 RT	2023	33.848611	-96.378056	20	121.5	—	1	45	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3150	2022	5	Unmatched
Raw data OBJECTID 30975 BRKEY 31382 NBI No. 31382 On Under 1 Structure No. 0720 1701 X Control No. 020 Lane Ind. Milepoint 17010 Facility Carried S.H. 78 Feature Intersected TRIB. TO ISLAND BAYOU CR Division 02 County 013 Location 17 N.W. TEXAS S/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.99 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2023 ADT Total 3150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 20 Deck Width 121.5 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 0 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 109.5 HS Inv. Rating Method 3 HS Inv. Method 84.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31382 ODOT County 07 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1 Rt. Curb SW 1 Description 20ft.X10ft.X121.62ft. LONG RCB SHEWED 45 RT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:50:55 Longitude -96:22:41 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 78 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 76 NBI Text 31382 Vault Link http://plansrv1/bridgemaintvault/b31382 GIS FO/SD Meets Standards H Inv. Method 84.4 Latitude DD 33.848611 Longitude DD -96.378056 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30975 x -10728756.1175656 y 4008492.25135867
31380	5568 1320SX	31380	—	I-40	CHOCTAW RD. UNDER		121ft.&139ft. STEEL GIRDER SPANS on 28 DEGREE 09min.46sec. RF SKEW, 56ft. CL. RDWY AND 42in. F-SHAPED PARAPETS	2020	35.3925	-97.264722	261.61	60	—	2	28	3	60	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Very good (8)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	23050	2022	5	Unmatched
Raw data OBJECTID 30973 BRKEY 31380 NBI No. 31380 On Under 1 Structure No. 5568 1320SX Control No. 068 Lane Ind. S Milepoint 13200 Facility Carried I-40 Feature Intersected CHOCTAW RD. UNDER Division 04 County 109 Location 1.2 E JCT I-240 Sufficiency 94.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 23050 ADT Year 2022 Design Load NO VALUE GIVEN Skew 28 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 16 Underclearance Left 8 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 3 - Steel Design 02 Length 261.61 Deck Width 60 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 40 HS Inv. Rating Method 3 HS Inv. Method 31 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 36880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31380 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 121ft.&139ft. STEEL GIRDER SPANS on 28 DEGREE 09min.46sec. RF SKEW, 56ft. CL. RDWY AND 42in. F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:23:33 Longitude -97:15:53 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31380 Vault Link http://plansrv1/bridgemaintvault/b31380 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.3925 Longitude DD -97.264722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 30973 x -10827459.3251893 y 4217349.08292375
31379	5568 1320NX	31379	—	I-40	CHOCTAW RD. UNDER		120ft.-138ft. STEEL GIRDER SPANS on 28 DEGREE 09min 46sec. RF SKEW, 56ft. CLR RDWY AND 42in. F-SHAPED PARAPETS	2020	35.392778	-97.265	261.61	60	—	2	28	3	60	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	23050	2022	5	Unmatched
Raw data OBJECTID 30972 BRKEY 31379 NBI No. 31379 On Under 1 Structure No. 5568 1320NX Control No. 068 Lane Ind. N Milepoint 13200 Facility Carried I-40 Feature Intersected CHOCTAW RD. UNDER Division 04 County 109 Location 1.2 E JCT I-240 Sufficiency 94.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2020 ADT Total 23050 ADT Year 2022 Design Load NO VALUE GIVEN Skew 28 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 16 Underclearance Left 8 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 3 - Steel Design 02 Length 261.61 Deck Width 60 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 40 HS Inv. Rating Method 3 HS Inv. Method 31 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 36880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31379 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 120ft.-138ft. STEEL GIRDER SPANS on 28 DEGREE 09min 46sec. RF SKEW, 56ft. CLR RDWY AND 42in. F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:23:34 Longitude -97:15:54 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31379 Vault Link http://plansrv1/bridgemaintvault/b31379 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.392778 Longitude DD -97.265 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 30972 x -10827490.2720078 y 4217387.04506126
31188	2320 1550 X	31188	—	S.H. 15	CREEK		STD. AND SPECIAL DESIGN TRIPLE 10X4X54ft. CL. RDWY	2019	36.367681	-99.646253	30	76	—	3	0	2	74	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3600	2022	5	Unmatched
Raw data OBJECTID 30961 BRKEY 31188 NBI No. 31188 On Under 1 Structure No. 2320 1550 X Control No. 020 Lane Ind. Milepoint 15500 Facility Carried S.H. 15 Feature Intersected CREEK Division 06 County 045 Location 7.3 NE S.H. 46 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 74 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 2019 ADT Total 3600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 74 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 40 Span Type Main M Material 1 - Concrete Design 19 Length 30 Deck Width 76 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 90.2 HS Inv. Rating Method 3 HS Inv. Method 69.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5100 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31188 ODOT County 23 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description STD. AND SPECIAL DESIGN TRIPLE 10X4X54ft. CL. RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:22:03.65 Longitude -99:38:46.51 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31188 Vault Link http://plansrv1/bridgemaintvault/b31188 GIS FO/SD Meets Standards H Inv. Method 69.5 Latitude DD 36.367681 Longitude DD -99.646253 ODOT County Number 23 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 30961 x -11092570.1434177 y 4351332.36865659
31185	6718 0125 X	31185	—	S.H. 56	JUMPER CREEK		76ft.-75ft.-60ft. TYPE III PCB, 40ft. CL. RDWY W/TR4	2019	34.939189	-96.661358	212	42.2	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1190	2022	5	Unmatched
Raw data OBJECTID 30958 BRKEY 31185 NBI No. 31185 On Under 1 Structure No. 6718 0125 X Control No. 018 Lane Ind. Milepoint 01250 Facility Carried S.H. 56 Feature Intersected JUMPER CREEK Division 03 County 133 Location 1.3 E S.H. 99 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 24 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2019 ADT Total 1190 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74.2 HS Inv. Rating Method 3 HS Inv. Method 52.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1730 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31185 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 76ft.-75ft.-60ft. TYPE III PCB, 40ft. CL. RDWY W/TR4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:56:21.08 Longitude -96:39:40.89 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31185 Vault Link http://plansrv1/bridgemaintvault/b31185 GIS FO/SD Meets Standards H Inv. Method 52 Latitude DD 34.939189 Longitude DD -96.661358 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30958 x -10760293.1519463 y 4155620.23975226
31094	4302 1042 X	31094	—	U.S. 77	CLOUDS BRANCH CREEK	-1	2-16ft.X12ft. CL. HT., TO 2-16ft.X15ft.CL. HT RCB X 76ft. CL RDY	2017	33.883528	-97.126111	35	77.999	—	2	0	2	40	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2300	2022	5	Unmatched
Raw data OBJECTID 30957 BRKEY 31094 NBI No. 31094 On Under 1 Structure No. 4302 1042 X Control No. 002 Lane Ind. Milepoint 10420 Facility Carried U.S. 77 Feature Intersected CLOUDS BRANCH CREEK Division 07 County 085 Location 3.5 S OF JCT W S.H. 32 Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 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 2017 ADT Total 2300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 35 Deck Width 77.999 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 83.776 HS Inv. Rating Method 3 HS Inv. Method 64.595 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3680 Future ADT Year 2042 Bypass Detour 3.1 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 31094 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-16ft.X12ft. CL. HT., TO 2-16ft.X15ft.CL. HT RCB X 76ft. CL RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 33:53:00.7 Longitude -97:07:34 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 1 NBI Text 31094 Vault Link http://plansrv1/bridgemaintvault/b31094 GIS FO/SD Meets Standards H Inv. Method 36.156 Latitude DD 33.883528 Longitude DD -97.126111 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30957 x -10812029.219251 y 4013173.38363341
31093	3842 1271 X	31093	—	S.H. 19	PECAN CREEK	-1	35ft.-75ft.-35ft. P/S CONC. BEAM SPANS	2017	34.91325833	-98.65934722	145	42.001	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Good (7)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	200	2022	5	Unmatched
Raw data OBJECTID 30956 BRKEY 31093 NBI No. 31093 On Under 1 Structure No. 3842 1271 X Control No. 042 Lane Ind. Milepoint 12710 Facility Carried S.H. 19 Feature Intersected PECAN CREEK Division 05 County 075 Location 2.8 E. OF JCT. S.H. 115 Sufficiency 98.2 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 22.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 145 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47 HS Inv. Rating Method 3 HS Inv. Method 33 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 320 Future ADT Year 2042 Bypass Detour 34 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31093 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.099 Rt. Curb SW 1.099 Description 35ft.-75ft.-35ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 34:54:47.73 Longitude -98:39:33.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31093 Vault Link http://plansrv1/bridgemaintvault/b31093 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.91325833 Longitude DD -98.65934722 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30956 x -10982708.2945272 y 4152099.53661738
31089	7032 0706 X	31089	—	S.H. 95	GOFF CREEK		3-75' PC Beam Spans skewed 30 deg. LF	2017	36.863475	-101.901939	228.4	42.2	—	3	60	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Very good (8)	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	832	2022	5	Unmatched
Raw data OBJECTID 30952 BRKEY 31089 NBI No. 31089 On Under 1 Structure No. 7032 0706 X Control No. 032 Lane Ind. Milepoint 07060 Facility Carried S.H. 95 Feature Intersected GOFF CREEK Division 06 County 139 Location 7.1 N JCT U.S. 64 Sufficiency 95.9 Kind Hwy 3 Level Service 1 Route No. 00095 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2017 ADT Total 832 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 228.4 Deck Width 42.2 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 5 Culv. Rating N Structure Rating 8 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.4 HS Inv. Rating Method 3 HS Inv. Method 36.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1144 Future ADT Year 2042 Bypass Detour 57 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31089 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-75' PC Beam Spans skewed 30 deg. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:51:48.51 Longitude -101:54:06.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 95 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31089 Vault Link http://plansrv1/bridgemaintvault/b31089 GIS FO/SD Meets Standards H Inv. Method 36.7 Latitude DD 36.863475 Longitude DD -101.901939 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30952 x -11343671.9603272 y 4420094.00925795
31374	6916 0430 X	31374	—	S.H. 53	SOUTH FORK OF DEER CREEK		32ft.X10ft. PRECAST CONCRETE ARCH SPAN W/40ft. CLR RDY	2019	34.360028	-97.893872	32	74	—	1	0	2	72	1 - Concrete	Arch — Deck (11)	M	Not applicable (N)	Open, no restriction (A)	98.5	Very good (8)	Not applicable (N)	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	790	2022	5	Unmatched
Raw data OBJECTID 30949 BRKEY 31374 NBI No. 31374 On Under 1 Structure No. 6916 0430 X Control No. 016 Lane Ind. Milepoint 04300 Facility Carried S.H. 53 Feature Intersected SOUTH FORK OF DEER CREEK Division 07 County 137 Location 4.4 E JCT U.S. 81 Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2019 ADT Total 790 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 72 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 2 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 11 Length 32 Deck Width 74 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 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 800 Future ADT Year 2042 Bypass Detour 24.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31374 ODOT County 69 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 32ft.X10ft. PRECAST CONCRETE ARCH SPAN W/40ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:21:36.1 Longitude -97:53:37.94 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 11 - Arch - Deck FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 35 NBI Text 31374 Vault Link http://plansrv1/bridgemaintvault/b31374 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 34.360028 Longitude DD -97.893872 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 30949 x -10897495.9828219 y 4077248.04870082
31371	6340 0762SX	31371	—	I-40 EB	OLD U.S. 270 UNDER	-1	72ft.-82ft.-93ft. PLATED GIRDER SPANS X 50.0ft. CLR. RDWY SKEWED 45 DEG. RF W/ F-SHAPED PARAPET	2018	35.382222	-97.009883	252.402	52.999	—	3	45	2	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	38000	2022	5	Unmatched
Raw data OBJECTID 30946 BRKEY 31371 NBI No. 31371 On Under 1 Structure No. 6340 0762SX Control No. 040 Lane Ind. S Milepoint 07620 Facility Carried I-40 EB Feature Intersected OLD U.S. 270 UNDER Division 03 County 125 Location 7.6 MI. E. OKLA. C/L Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 37.7 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2018 ADT Total 38000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 252.402 Deck Width 52.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 62.1 HS Inv. Rating Method 3 HS Inv. Method 47.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 53200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 31371 ODOT County 63 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 72ft.-82ft.-93ft. PLATED GIRDER SPANS X 50.0ft. CLR. RDWY SKEWED 45 DEG. RF W/ F-SHAPED PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name -1 H Index 100 Latitude 35:22:56 Longitude -97:00:35.58 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 31371 Vault Link http://plansrv1/bridgemaintvault/b31371 GIS FO/SD Meets Standards H Inv. Method 47.8 Latitude DD 35.382222 Longitude DD -97.009883 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 30946 x -10799090.777475 y 4215945.66811189