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
15842	7320 0174 X	15842	Wagoner	S.H. 72	CONCHARTY CREEK	7320 0174 X	5-50ft. PRESTRESSED CONC BM SPANS SK 60 DEG.	1963	35.877506	-95.661997	251.969	34.17	—	5	31	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	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 16479 BRKEY 15842 NBI No. 15842 On Under 1 Structure No. 7320 0174 X Control No. 020 Lane Ind. Milepoint 01740 Facility Carried S.H. 72 Feature Intersected CONCHARTY CREEK Division 01 County 145 Location 1.8 MI N MUSKOGEE CO Sufficiency 87.2 Kind Hwy 3 Level Service 1 Route No. 00072 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 5 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 251.969 Deck Width 34.17 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.1 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 15842 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-50ft. PRESTRESSED CONC BM SPANS SK 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7320 0174 X H Index 99.8964 Latitude 35:52:39.02 Longitude -95:39:43.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 72 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 15842 Vault Link http://plansrv1/bridgemaintvault/b15842 GIS FO/SD Meets Standards H Inv. Method 25.3 Latitude DD 35.877506 Longitude DD -95.661997 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16479 x -10649044.7943077 y 4283779.45055546
15841	2642T1320 X	15841	Grady	BAILEY A TP (I-44)	U.S. 81 UNDER	2642T1320 X	40ft.-58ft.-46ft.-58ft.-37ft. I-BM. SPANS SK. 70 DEG. WITH 2-18ft. SAFETY CURBS	1963	35.02478889	-97.93532778	241.142	98.999	—	5	20	4	93.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	14 - Other Principal Arterial (Urban)	W	19300	2022	5	Unmatched
Raw data OBJECTID 16478 BRKEY 15841 NBI No. 15841 On Under 1 Structure No. 2642T1320 X Control No. 042 Lane Ind. Milepoint 13200 Facility Carried BAILEY A TP (I-44) Feature Intersected U.S. 81 UNDER Division 07 County 051 Location 2.0 MI S US62 Sufficiency 93.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.001 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1963 ADT Total 19300 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 5 Road Width 93.999 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 81.001 Span Type Main M Material 3 - Steel Design 02 Length 241.142 Deck Width 98.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N00 Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1807 Min Measured Clearance 1511 NBI Rating 15841 ODOT County 26 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 40ft.-58ft.-46ft.-58ft.-37ft. I-BM. SPANS SK. 70 DEG. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T1320 X H Index 98.9077 Latitude 35:01:29.24 Longitude -97:56:07.18 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name BAILEY A TP (I-44) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27.06 NBI Text 15841 Vault Link http://plansrv1/bridgemaintvault/b15841 GIS FO/SD FO H Inv. Method 31 Latitude DD 35.02478889 Longitude DD -97.93532778 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16478 x -10902110.8191419 y 4167250.36567071
15840	7278 0190 X	15840	Tulsa	U.S. 75 NB	I-44 UNDER	7278 0190 X	32ft.,37ft.,50ft.,50ft.,37ft.,	1963	36.088758	-96.006597	240.157	43.963	—	6	0	3	39.042	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	27800	2020	5	Unmatched
Raw data OBJECTID 16477 BRKEY 15840 NBI No. 15840 On Under 1 Structure No. 7278 0190 X Control No. Lane Ind. Milepoint Facility Carried U.S. 75 NB Feature Intersected I-44 UNDER Division 08 County 143 Location 2.0 MI E JCT SH-66 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 39.042 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 27800 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 39.042 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 240.157 Deck Width 43.963 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.3 HS Inv. Rating Method 1 HS Inv. Method 37.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44480 Future ADT Year 2040 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1607 Min Measured Clearance 1600 NBI Rating 15840 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 32ft.,37ft.,50ft.,50ft.,37ft., Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7278 0190 X H Index 80.985 Latitude 36:05:19.53 Longitude -96:00:23.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 NB Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15840 Vault Link http://plansrv1/bridgemaintvault/b15840 GIS FO/SD FO H Inv. Method 27.3 Latitude DD 36.088758 Longitude DD -96.006597 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16477 x -10687405.490835 y 4312841.21887028
15839	7278R0189 X	15839	Tulsa	U.S. 75 SB	I-44 UNDER	7278 0189 X	32ft.,37ft.,50ft.,50ft.,37ft.,	1963	36.088761	-96.006844	240.157	43.963	—	6	0	3	39.042	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	A	27450	2019	5	Unmatched
Raw data OBJECTID 16476 BRKEY 15839 NBI No. 15839 On Under 1 Structure No. 7278R0189 X Control No. Lane Ind. Milepoint Facility Carried U.S. 75 SB Feature Intersected I-44 UNDER Division 08 County 143 Location 1.9 MI E JCT SH-66 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.714 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 27450 ADT Year 2019 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 39.042 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 240.157 Deck Width 43.963 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.3 HS Inv. Rating Method 1 HS Inv. Method 37.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43920 Future ADT Year 2039 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1606 Min Measured Clearance 1606 NBI Rating 15839 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 32ft.,37ft.,50ft.,50ft.,37ft., Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7278 0189 X H Index 83.0607 Latitude 36:05:19.54 Longitude -96:00:24.64 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 SB Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15839 Vault Link http://plansrv1/bridgemaintvault/b15839 GIS FO/SD FO H Inv. Method 27.3 Latitude DD 36.088761 Longitude DD -96.006844 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16476 x -10687432.9867492 y 4312841.63213128
15838	7218 0982 XR	15838	Tulsa	U.S. 75 RAMP N-E	MOOSER CREEK & RD. UNDER	7218 0982 XR	3-69ft.,40ft. I-BM. SPAN	1963	36.086789	-96.00605	249	25	—	4	41	1	23	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.6	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	39000	2022	5	Unmatched
Raw data OBJECTID 16475 BRKEY 15838 NBI No. 15838 On Under 1 Structure No. 7218 0982 XR Control No. 018 Lane Ind. Milepoint 09820 Facility Carried U.S. 75 RAMP N-E Feature Intersected MOOSER CREEK & RD. UNDER Division 08 County 143 Location 9.8 MI N SH 67 Sufficiency 80.6 Kind Hwy 2 Level Service 7 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 23 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 39000 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 4 Road Width 23 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 21.801 Deck Structure Type 1 No. Lanes 1 Fill RCB 0 Appr. Roadway Width 23 Span Type Main M Material 3 - Steel Design 02 Length 249 Deck Width 25 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 62.7 HS Inv. Rating Method 1 HS Inv. Method 37.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 62400 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1511 Max Measured Clearance 1802 Min Measured Clearance 1604 NBI Rating 15838 ODOT County 72 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 3-69ft.,40ft. I-BM. SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7218 0982 XR H Index 88.4617 Latitude 36:05:12.44 Longitude -96:00:21.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 RAMP N-E Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 15838 Vault Link http://plansrv1/bridgemaintvault/b15838 GIS FO/SD Meets Standards H Inv. Method 29.4 Latitude DD 36.086789 Longitude DD -96.00605 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16475 x -10687344.5990736 y 4312569.98530102
16126	1002 1422NX	16126	Carter	U.S. 70 WB	COTTONWOOD CREEK	1002 1422NX	(5) 36ft. I-BEAM SPANS SKEWED 34°	1964	34.17308056	-97.3141	183.071	31.001	—	5	34	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4500	2022	5	Unmatched
Raw data OBJECTID 16473 BRKEY 16126 NBI No. 16126 On Under 1 Structure No. 1002 1422NX Control No. 002 Lane Ind. N Milepoint 14220 Facility Carried U.S. 70 WB Feature Intersected COTTONWOOD CREEK Division 07 County 019 Location 14.0 MI E JEFFERSON C/L Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1964 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 34 No. Main Spans 5 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 183.071 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16126 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (5) 36ft. I-BEAM SPANS SKEWED 34° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1002 1422NX H Index 91.026 Latitude 34:10:23.09 Longitude -97:18:50.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 WB Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 007 NBI Text 16126 Vault Link http://plansrv1/bridgemaintvault/b16126 GIS FO/SD FO H Inv. Method 24 Latitude DD 34.17308056 Longitude DD -97.3141 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16473 x -10832956.0590057 y 4052066.2613479
16125	6323 1027EX	16125	Pottawatomie	U.S. 270 NB	S.H. 9 UNDER	6323 1027EX	32ft.-56ft.-56ft.-32ft. I-BM	1964	35.26103056	-96.92207778	180.118	30.84	—	4	0	2	27.887	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	5050	2022	5	Unmatched
Raw data OBJECTID 16472 BRKEY 16125 NBI No. 16125 On Under 1 Structure No. 6323 1027EX Control No. 023 Lane Ind. E Milepoint 10270 Facility Carried U.S. 270 NB Feature Intersected S.H. 9 UNDER Division 03 County 125 Location 8.0 MI S JCT SH 3 Sufficiency 80 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1964 ADT Total 5050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 11.155 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 3 - Steel Design 02 Length 180.118 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.8 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane YO2 Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16125 ODOT County 63 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-56ft.-56ft.-32ft. I-BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6323 1027EX H Index 91.6698 Latitude 35:15:39.71 Longitude -96:55:19.48 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 270 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16125 Vault Link http://plansrv1/bridgemaintvault/b16125 GIS FO/SD FO H Inv. Method 23.7 Latitude DD 35.26103056 Longitude DD -96.92207778 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16472 x -10789316.3450956 y 4199410.978406
16124	6823 1080 X	16124	Sequoyah	N4710 RD	I-40 UNDER	6823 1080 X	33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB	1964	35.39361944	-94.63763611	181.001	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	51.1	Poor (4)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1200	2022	5	Unmatched
Raw data OBJECTID 16471 BRKEY 16124 NBI No. 16124 On Under 1 Structure No. 6823 1080 X Control No. Lane Ind. Milepoint Facility Carried N4710 RD Feature Intersected I-40 UNDER Division 01 County 135 Location 2.2 W JCT US-64B Sufficiency 51.1 Kind Hwy 4 Level Service 1 Route No. 6834C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1964 ADT Total 1200 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 8.501 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 181.001 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 43 HS Inv. Rating Method 1 HS Inv. Method 15 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1710 Max Measured Clearance 2007 Min Measured Clearance 1800 NBI Rating 16124 ODOT County 68 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 6 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1080 X H Index 96.6533 Latitude 35:23:37.03 Longitude -94:38:15.49 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name N4710 RD Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1080 NBI Text 16124 Vault Link http://plansrv1/bridgemaintvault/b16124 GIS FO/SD Meets Standards H Inv. Method 14.9 Latitude DD 35.39361944 Longitude DD -94.63763611 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16471 x -10535013.4616443 y 4217501.94823638
16123	2642T0900 X	16123	Grady	CO. RD. FAS 2627	BAILEY A TP (I-44) UNDER	2642T0900 X	45ft.,2-49ft.,37ft. I-BM S	1964	34.98638889	-97.97944444	182.087	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.8	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	W	100	2022	5	Unmatched
Raw data OBJECTID 16470 BRKEY 16123 NBI No. 16123 On Under 1 Structure No. 2642T0900 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. FAS 2627 Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 051 Location T.P.BR.NO.30.79 Sufficiency 79.8 Kind Hwy 4 Level Service 1 Route No. 02627 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 48.1 HS Inv. Rating Method 1 HS Inv. Method 28.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1808 Min Measured Clearance 1606 NBI Rating 16123 ODOT County 26 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 45ft.,2-49ft.,37ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T0900 X H Index 89.4496 Latitude 34:59:11 Longitude -97:58:46 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. FAS 2627 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.79 NBI Text 16123 Vault Link http://plansrv1/bridgemaintvault/b16123 GIS FO/SD FO H Inv. Method 21.3 Latitude DD 34.98638889 Longitude DD -97.97944444 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16470 x -10907021.8632686 y 4162031.60238867
16122	2642T0110 X	16122	Grady	CO. RD. 2648C	BAILEY A TP (I-44) UNDER	2642T0110 X	36ft.,2-46.5ft.,43ft. I-BM	1964	34.90111111	-98.07555556	180.118	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	W	100	2022	5	Unmatched
Raw data OBJECTID 16469 BRKEY 16122 NBI No. 16122 On Under 1 Structure No. 2642T0110 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 2648C Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 051 Location T.P BR NO 38.85 Sufficiency 85.8 Kind Hwy 4 Level Service 1 Route No. 2648C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 180.118 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 49.5 HS Inv. Rating Method 1 HS Inv. Method 29.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1710 Min Measured Clearance 1605 NBI Rating 16122 ODOT County 26 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 36ft.,2-46.5ft.,43ft. I-BM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T0110 X H Index 87.5974 Latitude 34:54:04 Longitude -98:04:32 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 2648C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 38.85 NBI Text 16122 Vault Link http://plansrv1/bridgemaintvault/b16122 GIS FO/SD FO H Inv. Method 22.7 Latitude DD 34.90111111 Longitude DD -98.07555556 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16469 x -10917720.9042066 y 4150450.64608789
16121	0853T0220 X	16121	Caddo	CO. RD. 0805C	BAILEY A TP (I-44) UNDER	0853T0220 X	40ft.,2-50ft.,40ft. I-BM S	1964	34.87278611	-98.12825556	182.087	28.999	—	4	32	2	23.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	W	100	2022	5	Unmatched
Raw data OBJECTID 16468 BRKEY 16121 NBI No. 16121 On Under 1 Structure No. 0853T0220 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 0805C Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 015 Location T.P. BR NO.42.41 Sufficiency 86.9 Kind Hwy 4 Level Service 1 Route No. 0805C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 32 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 84.6 HS Inv. Rating Method 1 HS Inv. Method 50.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1704 Min Measured Clearance 1607 NBI Rating 16121 ODOT County 08 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 40ft.,2-50ft.,40ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0853T0220 X H Index 88.5893 Latitude 34:52:22.03 Longitude -98:07:41.72 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 0805C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 42.41 NBI Text 16121 Vault Link http://plansrv1/bridgemaintvault/b16121 GIS FO/SD FO H Inv. Method 38.2 Latitude DD 34.87278611 Longitude DD -98.12825556 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16468 x -10923587.4413714 y 4146606.6949412
16025	1649 0537EX	16025	Comanche	I-44 NB	BISHOP RD EW-168 UNDER	1649 0537EX	35ft.-52ft.-40ft. I-BM. SPANS SK.40 DEG.02ft.42ft. WITH 2-18ft. SAFETY CURBS	1964	34.57965	-98.39070556	128.937	42.999	—	3	40	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	3650	2022	5	Unmatched
Raw data OBJECTID 16467 BRKEY 16025 NBI No. 16025 On Under 1 Structure No. 1649 0537EX Control No. 049 Lane Ind. E Milepoint 05370 Facility Carried I-44 NB Feature Intersected BISHOP RD EW-168 UNDER Division 07 County 031 Location 1.9 MI.NE.JCT.US281B Sufficiency 89.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 3650 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 128.937 Deck Width 42.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5840 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1306 Max Measured Clearance 1501 Min Measured Clearance 1405 NBI Rating 16025 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.-52ft.-40ft. I-BM. SPANS SK.40 DEG.02ft.42ft. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0537EX H Index 84.5528 Latitude 34:34:46.74 Longitude -98:23:26.54 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 115 NBI Text 16025 Vault Link http://plansrv1/bridgemaintvault/b16025 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.57965 Longitude DD -98.39070556 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16467 x -10952803.2417301 y 4106902.97298096
16024	0853T0450 X	16024	Caddo	BAILEY A TP (I-44)	MCCARTY CREEK	0853T0450 X	43ft.-40ft.-43ft. I-BM SPA	1964	34.89030278	-98.09401111	127.953	87.999	—	3	0	4	81.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.6	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	10000	2022	5	Unmatched
Raw data OBJECTID 16466 BRKEY 16024 NBI No. 16024 On Under 1 Structure No. 0853T0450 X Control No. 053 Lane Ind. Milepoint 04500 Facility Carried BAILEY A TP (I-44) Feature Intersected MCCARTY CREEK Division 07 County 015 Location T.P. BR NO .40.12 Sufficiency 96.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.499 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 81.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 81.001 Span Type Main M Material 3 - Steel Design 02 Length 127.953 Deck Width 87.999 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 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16024 ODOT County 08 Nav. Control 0 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 43ft.-40ft.-43ft. I-BM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0853T0450 X H Index 100 Latitude 34:53:25.09 Longitude -98:05:38.44 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 40.12 NBI Text 16024 Vault Link http://plansrv1/bridgemaintvault/b16024 GIS FO/SD Meets Standards H Inv. Method 20.062 Latitude DD 34.89030278 Longitude DD -98.09401111 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16466 x -10919775.3666349 y 4148983.70448006
16023	1651T0130 X	16023	Comanche	BAILEY A TP (I-44)	EAST CACHE CREEK O'FLOW	1651T0130 X	41ft.-40ft.-41ft. I-BM SPA	1964	34.73787222	-98.38030833	124.016	87.999	—	3	0	4	81.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	16200	2022	5	Unmatched
Raw data OBJECTID 16465 BRKEY 16023 NBI No. 16023 On Under 1 Structure No. 1651T0130 X Control No. 051 Lane Ind. Milepoint 01300 Facility Carried BAILEY A TP (I-44) Feature Intersected EAST CACHE CREEK O'FLOW Division 07 County 031 Location T P BR NO 59.72 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.499 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 16200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 81.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 81.001 Span Type Main M Material 3 - Steel Design 02 Length 124.016 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 94 HS Inv. Rating Method 1 HS Inv. Method 56.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25920 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16023 ODOT County 16 Nav. Control 0 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 41ft.-40ft.-41ft. I-BM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1651T0130 X H Index 94.2906 Latitude 34:44:16.34 Longitude -98:22:49.11 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name BAILEY A TP (I-44) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 59.72 NBI Text 16023 Vault Link http://plansrv1/bridgemaintvault/b16023 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 34.73787222 Longitude DD -98.38030833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16465 x -10951645.8273808 y 4128315.83721569
15932	0848 0363 X	15932	Caddo	I-40	DEER CREEK TRIB.	0848 0363 X	3-10ft.X12ft.X266ft. RDY. R.C.B.	1964	35.535869	-98.558617	34.121	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	19600	2022	5	Unmatched
Raw data OBJECTID 16461 BRKEY 15932 NBI No. 15932 On Under 1 Structure No. 0848 0363 X Control No. 048 Lane Ind. Milepoint 03630 Facility Carried I-40 Feature Intersected DEER CREEK TRIB. Division 05 County 015 Location 0.6 MI E JCT S.H. 58 Sufficiency 70 Kind Hwy 1 Level Service 1 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 01 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 19600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 14 Appr. Roadway Width 77.001 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.99 HS Inv. Rating Method 1 HS Inv. Method 99.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31360 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15932 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X12ft.X266ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0848 0363 X H Index 95.05 Latitude 35:32:09.13 Longitude -98:33:31.02 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15932 Vault Link http://plansrv1/bridgemaintvault/b15932 GIS FO/SD Meets Standards H Inv. Method 99.94 Latitude DD 35.535869 Longitude DD -98.558617 ODOT County Number 8 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16461 x -10971495.0577293 y 4236944.16774341
15931	2431 0278 X	15931	Garfield	U.S. 64 / U.S. 412	CREEK	2431 0278 X	3-10ft. X 10ft. X 171ft. R.C. BOX WITH 4ft. CURTAIN WALLS	1964	36.39730833	-97.7882	31.919	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	8200	2022	5	Unmatched
Raw data OBJECTID 16460 BRKEY 15931 NBI No. 15931 On Under 1 Structure No. 2431 0278 X Control No. 031 Lane Ind. Milepoint 02780 Facility Carried U.S. 64 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 5.7 MI E JCT US 81 Sufficiency 69.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1964 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 31.919 Deck Width 0 Bridge Open Closed A TSF Rail 0 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 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 75.29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13120 Future ADT Year 2042 Bypass Detour 55.000002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 15931 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 10ft. X 171ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 0278 X H Index 95.6532 Latitude 36:23:50.31 Longitude -97:47:17.52 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 & 412, S.H. 1 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 15931 Vault Link http://plansrv1/bridgemaintvault/b15931 GIS FO/SD Meets Standards H Inv. Method 41.84 Latitude DD 36.39730833 Longitude DD -97.7882 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16460 x -10885732.6295908 y 4355429.00449979
15930	4607 0120 X	15930	McIntosh	I-40	CLEAR CREEK	4607 0120 X	(2) 10ft. X 8ft. X 535ft. LONG RCB SK 40°	1964	35.43241389	-95.85416944	35.801	0	—	2	40	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	59	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11400	2022	5	Unmatched
Raw data OBJECTID 16459 BRKEY 15930 NBI No. 15930 On Under 1 Structure No. 4607 0120 X Control No. 007 Lane Ind. Milepoint 01200 Facility Carried I-40 Feature Intersected CLEAR CREEK Division 01 County 091 Location 1.2 E OKMULGEE C/L Sufficiency 59 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 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 1964 ADT Total 11400 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 20 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 35.801 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41.5 HS Inv. Rating Method 1 HS Inv. Method 24.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 18240 Future ADT Year 2042 Bypass Detour 27.961703 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 15930 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 8ft. X 535ft. LONG RCB SK 40° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 0120 X H Index 91.7946 Latitude 35:25:56.69 Longitude -95:51:15.01 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-0120 NBI Text 15930 Vault Link http://plansrv1/bridgemaintvault/b15930 GIS FO/SD Meets Standards H Inv. Method 21.1 Latitude DD 35.43241389 Longitude DD -95.85416944 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16459 x -10670437.332473 y 4222800.8425584
15929	6129 0116 X	15929	Pittsburg	S.H. 113	BUCKLUCKSY CREEK	6129 0116 X	(3) 10ft. X 7ft. X 106ft. RCB SK 30°	1964	34.99923056	-95.74016667	32.001	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 16458 BRKEY 15929 NBI No. 15929 On Under 1 Structure No. 6129 0116 X Control No. 029 Lane Ind. Milepoint 01160 Facility Carried S.H. 113 Feature Intersected BUCKLUCKSY CREEK Division 02 County 121 Location 1.2 W JCT US 69 Sufficiency 97.8 Kind Hwy 3 Level Service 1 Route No. 00113 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 2600 ADT Year 2022 Design Load HS 20 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 10 Appr. Roadway Width 36.001 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 4 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.4 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 11.184681 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 15929 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 7ft. X 106ft. RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6129 0116 X H Index 98.6447 Latitude 34:59:57.23 Longitude -95:44:24.6 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 113 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 095 NBI Text 15929 Vault Link http://plansrv1/bridgemaintvault/b15929 GIS FO/SD Meets Standards H Inv. Method 21.1 Latitude DD 34.99923056 Longitude DD -95.74016667 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16458 x -10657746.6021675 y 4163776.58073337
15928	4046 0004 X	15928	Le Flore	S.H. 128	CREEK	4046 0004 X	(3) 10ft. X 6ft. X 40ft. RCB	1964	34.88384722	-94.60386389	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.7	Satisfactory (6)	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	3300	2022	5	Unmatched
Raw data OBJECTID 16457 BRKEY 15928 NBI No. 15928 On Under 1 Structure No. 4046 0004 X Control No. 046 Lane Ind. Milepoint 00040 Facility Carried S.H. 128 Feature Intersected CREEK Division 02 County 079 Location 0.04 E JCT US-59 Sufficiency 87.7 Kind Hwy 3 Level Service 1 Route No. 00128 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 1964 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.3 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5280 Future ADT Year 2042 Bypass Detour 3 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 15928 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 6ft. X 40ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4046 0004 X H Index 96.2276 Latitude 34:53:01.85 Longitude -94:36:13.91 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 128 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 178 NBI Text 15928 Vault Link http://plansrv1/bridgemaintvault/b15928 GIS FO/SD Meets Standards H Inv. Method 14.4 Latitude DD 34.88384722 Longitude DD -94.60386389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16457 x -10531253.955311 y 4148107.62698808
15835	2636R0300 X	15835	Grady	BAILEY A TP (I-44)	S.H. 92 UNDER	2636R0300 X	70ft.-96ft.-70ft. CONT. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS	1963	35.08729444	-97.88293333	230.971	73.999	—	3	30	4	68.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	W	8960	2001	5	Unmatched
Raw data OBJECTID 16454 BRKEY 15835 NBI No. 15835 On Under 1 Structure No. 2636R0300 X Control No. 036 Lane Ind. Milepoint 03000 Facility Carried BAILEY A TP (I-44) Feature Intersected S.H. 92 UNDER Division 07 County 051 Location 3.1 MI N US62 Sufficiency 97 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 45 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1963 ADT Total 8960 ADT Year 2001 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 68.999 Ref. Underclearance Rt. R Underclearance Right 12.001 Underclearance Left 10.499 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 68.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 230.971 Deck Width 73.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 7 Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7970 Future ADT Year 2020 Bypass Detour 0 School Bus Rte. - Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance N Min Measured Clearance N NBI Rating 15835 ODOT County 26 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.-96ft.-70ft. CONT. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2636R0300 X H Index 100 Latitude 35:05:14.26 Longitude -97:52:58.56 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name BAILEY A TP (I-44) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 84-26 NBI Text 15835 Vault Link http://plansrv1/bridgemaintvault/b15835 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.08729444 Longitude DD -97.88293333 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16454 x -10896278.2956475 y 4175750.44668907
15834	4454 0514 X	15834	McClain	U.S. 62	BAILEY A TP (I-44) UNDER	4454 0514 X	43ft.,59ft.,82ft.,53ft. I-BM SPANS SK 58 DEG	1963	35.28035278	-97.60189722	238.845	51.001	—	4	42	2	38.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.1	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	C	16300	2022	5	Unmatched
Raw data OBJECTID 16453 BRKEY 15834 NBI No. 15834 On Under 1 Structure No. 4454 0514 X Control No. Lane Ind. Milepoint Facility Carried U.S. 62 Feature Intersected BAILEY A TP (I-44) UNDER Division 03 County 087 Location 2.0 MI S CLEVELAND CO Sufficiency 79.1 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1963 ADT Total 16300 ADT Year 2022 Design Load HS 20 Skew 42 No. Main Spans 4 Road Width 38.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.999 Span Type Main M Material 3 - Steel Design 02 Length 238.845 Deck Width 51.001 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 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 3 HS Operating Rating Method 2 HS Operating Rating 48.65 HS Inv. Rating Method 2 HS Inv. Method 35.75 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 26080 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1808 Max Measured Clearance 1811 Min Measured Clearance 1800 NBI Rating 15834 ODOT County 44 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 43ft.,59ft.,82ft.,53ft. I-BM SPANS SK 58 DEG Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4454 0514 X H Index 92.5338 Latitude 35:16:49.27 Longitude -97:36:06.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.08 NBI Text 15834 Vault Link http://plansrv1/bridgemaintvault/b15834 GIS FO/SD FO H Inv. Method 35.7 Latitude DD 35.28035278 Longitude DD -97.60189722 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 16453 x -10864993.4989878 y 4202045.53570525
15833	4607 1837 X	15833	McIntosh	CO. RD. N4190	I-40 UNDER	4607 1837 X	32ft. - (2) 84ft. CONTINUOUS - 32ft. I-BEAM	1963	35.45796944	-95.55719167	234.902	31.001	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.3	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	101	2022	5	Unmatched
Raw data OBJECTID 16452 BRKEY 15833 NBI No. 15833 On Under 1 Structure No. 4607 1837 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4190 Feature Intersected I-40 UNDER Division 01 County 091 Location 0.7 W JCT US-69 Sufficiency 96.3 Kind Hwy 4 Level Service 1 Route No. N4190 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 82.9 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 1963 ADT Total 101 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 234.902 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 162 Future ADT Year 2042 Bypass Detour 4.97097 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 1603 Min Measured Clearance 1600 NBI Rating 15833 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 32ft. - (2) 84ft. CONTINUOUS - 32ft. I-BEAM Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 1837 X H Index 88.0068 Latitude 35:27:28.69 Longitude -95:33:25.89 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. OVER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-1837 NBI Text 15833 Vault Link http://plansrv1/bridgemaintvault/b15833 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.45796944 Longitude DD -95.55719167 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16452 x -10637377.9183396 y 4226292.8437765
15832	7218R0982WX	15832	Tulsa	U.S. 75	MOOSER CREEK & RD. UNDER	7218 0982WX	63ft.-54ft.-63ft.-45ft. I-BM	1963	36.086778	-96.006814	226	35	—	3	0	2	33	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Fair (5)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	27450	2019	5	Unmatched
Raw data OBJECTID 16451 BRKEY 15832 NBI No. 15832 On Under 1 Structure No. 7218R0982WX Control No. 018 Lane Ind. W Milepoint 09820 Facility Carried U.S. 75 Feature Intersected MOOSER CREEK & RD. UNDER Division 08 County 143 Location 9.8 MI N JCT SH 67 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 33 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 27450 ADT Year 2019 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 33 Ref. Underclearance Rt. H Underclearance Right 6.601 Underclearance Left 30.2 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 226 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 76.3 HS Inv. Rating Method 1 HS Inv. Method 45.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43920 Future ADT Year 2039 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1511 Max Measured Clearance 2304 Min Measured Clearance 2209 NBI Rating 15832 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 63ft.-54ft.-63ft.-45ft. I-BM Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7218 0982WX H Index 89.7725 Latitude 36:05:12.4 Longitude -96:00:24.53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15832 Vault Link http://plansrv1/bridgemaintvault/b15832 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 36.086778 Longitude DD -96.006814 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16451 x -10687429.6471645 y 4312568.47004876
15831	7218R0982EX	15831	Tulsa	U.S. 75	MOOSER CREEK & RD. UNDER	7218 0982EX	63ft.-54ft.-63ft.-45ft. I-BM	1963	36.086778	-96.006497	226	35	—	3	0	2	33	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.7	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	27800	2019	5	Unmatched
Raw data OBJECTID 16450 BRKEY 15831 NBI No. 15831 On Under 1 Structure No. 7218R0982EX Control No. 018 Lane Ind. E Milepoint 09820 Facility Carried U.S. 75 Feature Intersected MOOSER CREEK & RD. UNDER Division 08 County 143 Location 9.8 MI N JCT SH 67 Sufficiency 79.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 33 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1963 ADT Total 27800 ADT Year 2019 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 33 Ref. Underclearance Rt. H Underclearance Right 7.201 Underclearance Left 29.301 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 226 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 76.3 HS Inv. Rating Method 1 HS Inv. Method 45.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44480 Future ADT Year 2039 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1511 Max Measured Clearance 2303 Min Measured Clearance 2211 NBI Rating 15831 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 63ft.-54ft.-63ft.-45ft. I-BM Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7218 0982EX H Index 88.9093 Latitude 36:05:12.4 Longitude -96:00:23.39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15831 Vault Link http://plansrv1/bridgemaintvault/b15831 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 36.086778 Longitude DD -96.006497 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16450 x -10687394.3588859 y 4312568.47004876
16120	6823 1380 X	16120	Sequoyah	WILSON ROCK RD.	I-40 UNDER	6823 1380 X	33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB	1964	35.39283056	-94.58447222	181.001	28.999	—	4	0	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Posted for load (P)	50.2	Poor (4)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	925	2022	5	Unmatched
Raw data OBJECTID 16449 BRKEY 16120 NBI No. 16120 On Under 1 Structure No. 6823 1380 X Control No. Lane Ind. Milepoint Facility Carried WILSON ROCK RD. Feature Intersected I-40 UNDER Division 01 County 135 Location 3.4 W JCT US-64 Sufficiency 50.2 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1964 ADT Total 925 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 181.001 Deck Width 28.999 Bridge Open Closed P TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 5 Bridge Posting 4 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 21.1 HS Inv. Rating Method 2 HS Inv. Method 15 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1480 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight 202020 Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1701 Min Measured Clearance 1609 NBI Rating 16120 ODOT County 68 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 2.5 Rt. Curb SW 2.5 Description 33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1380 X H Index 89.4492 Latitude 35:23:34.19 Longitude -94:35:04.1 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name WILSON ROCK RD Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1380 NBI Text 16120 Vault Link http://plansrv1/bridgemaintvault/b16120 GIS FO/SD Meets Standards H Inv. Method 14.9 Latitude DD 35.39283056 Longitude DD -94.58447222 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16449 x -10529095.2844809 y 4217394.22237793
16119	2642T0845 X	16119	Grady	CO. RD. N2810	BAILEY A TP (I-44) UNDER	2642T0845 X	35ft.,2-49ft.,47ft. I-BM S	1964	34.98111111	-97.98666667	182.087	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63.6	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	W	5000	2022	5	Unmatched
Raw data OBJECTID 16448 BRKEY 16119 NBI No. 16119 On Under 1 Structure No. 2642T0845 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N2810 Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 051 Location T P BR NO 31.34 Sufficiency 63.6 Kind Hwy 4 Level Service 1 Route No. N2810 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 48.6 HS Inv. Rating Method 1 HS Inv. Method 29.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1901 Min Measured Clearance 1609 NBI Rating 16119 ODOT County 26 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 35ft.,2-49ft.,47ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T0845 X H Index 90.9254 Latitude 34:58:52 Longitude -97:59:12 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N2810 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 31.34 NBI Text 16119 Vault Link http://plansrv1/bridgemaintvault/b16119 GIS FO/SD FO H Inv. Method 19.8 Latitude DD 34.98111111 Longitude DD -97.98666667 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16448 x -10907825.8382346 y 4161314.51554524
16118	1649 0764 X	16118	Comanche	GORE BLVD.	I-44 UNDER	1649 0764 X	38ft.,2-57ft.,35ft. I-BM. SPANS SK. 78 DEG.40ft.10ft. WITH 2-18ft. SAFETY CURBS	1964	34.60888889	-98.37666667	188.976	32.999	—	4	12	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Satisfactory (6)	Very good (8)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 16447 BRKEY 16118 NBI No. 16118 On Under 1 Structure No. 1649 0764 X Control No. Lane Ind. Milepoint Facility Carried GORE BLVD. Feature Intersected I-44 UNDER Division 07 County 031 Location 4.1 MI.NE.JCT.US281B Sufficiency 76 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1964 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 18.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 188.976 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1705 Max Measured Clearance 1904 Min Measured Clearance 1607 NBI Rating 16118 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 38ft.,2-57ft.,35ft. I-BM. SPANS SK. 78 DEG.40ft.10ft. WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0764 X H Index 98.9632 Latitude 34:36:32 Longitude -98:22:36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name GORE BLVD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 123 NBI Text 16118 Vault Link http://plansrv1/bridgemaintvault/b16118 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.60888889 Longitude DD -98.37666667 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16447 x -10951240.439644 y 4110856.91548105
16117	1649 0763 X	16117	Comanche	GORE BLVD.	I-44 UNDER	1649 0763 X	38ft.,2-57ft.,35ft. I-BM. SPANS SK.78 DEG.40ft.10ft. WITH 2-18ft. SAFETY CURBS	1964	34.60861111	-98.37638889	188.976	32.999	—	4	12	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 16446 BRKEY 16117 NBI No. 16117 On Under 1 Structure No. 1649 0763 X Control No. Lane Ind. Milepoint Facility Carried GORE BLVD. Feature Intersected I-44 UNDER Division 07 County 031 Location 4.1MI.NE.JCT.US281B Sufficiency 76 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1964 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 18.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 188.976 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1801 Min Measured Clearance 1608 NBI Rating 16117 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 38ft.,2-57ft.,35ft. I-BM. SPANS SK.78 DEG.40ft.10ft. WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0763 X H Index 98.9632 Latitude 34:36:31 Longitude -98:22:35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name GORE BLVD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 122 NBI Text 16117 Vault Link http://plansrv1/bridgemaintvault/b16117 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.60861111 Longitude DD -98.37638889 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16446 x -10951209.5173159 y 4110819.34505193
16116	2642T0680 X	16116	Grady	CO. RD. N2800	BAILEY A TP (I-44) UNDER	2642T0680 X	35ft.,2-49ft.,47ft. I-BM S	1964	34.96138889	-98.00583333	182.087	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	64.3	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	W	5000	2022	5	Unmatched
Raw data OBJECTID 16445 BRKEY 16116 NBI No. 16116 On Under 1 Structure No. 2642T0680 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N2800 Feature Intersected BAILEY A TP (I-44) UNDER Division 07 County 051 Location T.P.BR.NO.33.06 Sufficiency 64.3 Kind Hwy 4 Level Service 1 Route No. N2800 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.999 Bridge System W Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 49.5 HS Inv. Rating Method 1 HS Inv. Method 29.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1710 Min Measured Clearance 1607 NBI Rating 16116 ODOT County 26 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 35ft.,2-49ft.,47ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2642T0680 X H Index 90.6063 Latitude 34:57:41 Longitude -98:00:21 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N2800 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 33.06 NBI Text 16116 Vault Link http://plansrv1/bridgemaintvault/b16116 GIS FO/SD FO H Inv. Method 19.5 Latitude DD 34.96138889 Longitude DD -98.00583333 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16445 x -10909959.461066 y 4158635.28561414
16115	1737T0394 X	16115	Cotton	CO. RD. N2530	BAILEY B TP (I-44) UNDER	1737T0390 X	41ft.,2-49ft.,41ft. I-BM S	1964	34.22401111	-98.47085833	182.087	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.5	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	X	3690	2022	5	Unmatched
Raw data OBJECTID 16444 BRKEY 16115 NBI No. 16115 On Under 1 Structure No. 1737T0394 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N2530 Feature Intersected BAILEY B TP (I-44) UNDER Division 07 County 033 Location T.P.NO.20.86 Sufficiency 65.5 Kind Hwy 4 Level Service 1 Route No. N2530 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System X Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 3690 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 182.087 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 49.5 HS Inv. Rating Method 1 HS Inv. Method 29.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5904 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1701 Min Measured Clearance 1605 NBI Rating 16115 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 41ft.,2-49ft.,41ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1737T0390 X H Index 87.6679 Latitude 34:13:26.44 Longitude -98:28:15.09 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N2530 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 20.86 NBI Text 16115 Vault Link http://plansrv1/bridgemaintvault/b16115 GIS FO/SD FO H Inv. Method 22.2 Latitude DD 34.22401111 Longitude DD -98.47085833 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16444 x -10961725.8072722 y 4058921.0535422
16019	6102 1489WX	16019	Pittsburg	U.S. 69	DANCING RABBIT CREEK	6102 1489WX	35ft. - 40ft. - 35ft. RC BEAM SK 45 DEG.	1964	34.86471944	-95.811075	111.877	65	—	3	45	3	60	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.5	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	10550	2022	5	Unmatched
Raw data OBJECTID 16443 BRKEY 16019 NBI No. 16019 On Under 1 Structure No. 6102 1489WX Control No. 002 Lane Ind. W Milepoint 14890 Facility Carried U.S. 69 Feature Intersected DANCING RABBIT CREEK Division 02 County 121 Location 0.2 N INDIAN NATIONS TPK Sufficiency 86.5 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 33.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1964 ADT Total 10550 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 60 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 02 Length 111.877 Deck Width 65 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 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.541 HS Inv. Rating Method 1 HS Inv. Method 34.502 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16880 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16019 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft. - 40ft. - 35ft. RC BEAM SK 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6102 1489WX H Index 87.717 Latitude 34:51:52.99 Longitude -95:48:39.87 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 012 NBI Text 16019 Vault Link http://plansrv1/bridgemaintvault/b16019 GIS FO/SD Meets Standards H Inv. Method 25.243 Latitude DD 34.86471944 Longitude DD -95.811075 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16443 x -10665640.0813561 y 4145512.21933303
16018	6823 1304NX	16018	Sequoyah	I-40 WB	S.H. 64B UNDER	6823 1304NX	32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB	1964	35.39342222	-94.59754722	112	43	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	9900	2022	5	Unmatched
Raw data OBJECTID 16442 BRKEY 16018 NBI No. 16018 On Under 1 Structure No. 6823 1304NX Control No. 023 Lane Ind. N Milepoint 13040 Facility Carried I-40 WB Feature Intersected S.H. 64B UNDER Division 01 County 135 Location JCT I-40 & US-64B Sufficiency 85.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 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 1964 ADT Total 9900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 10.499 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 112 Deck Width 43 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.4 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15840 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 1601 Max Measured Clearance 1606 Min Measured Clearance 1603 NBI Rating 16018 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1304NX H Index 89.2286 Latitude 35:23:36.32 Longitude -94:35:51.17 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1304N NBI Text 16018 Vault Link http://plansrv1/bridgemaintvault/b16018 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.39342222 Longitude DD -94.59754722 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16442 x -10530550.786823 y 4217475.01667297
16017	6823 1304SX	16017	Sequoyah	I-40 EB	S.H. 64B UNDER	6823 1304SX	32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB	1964	35.39313333	-94.59793333	112.001	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	8950	2022	5	Unmatched
Raw data OBJECTID 16441 BRKEY 16017 NBI No. 16017 On Under 1 Structure No. 6823 1304SX Control No. 023 Lane Ind. S Milepoint 13040 Facility Carried I-40 EB Feature Intersected S.H. 64B UNDER Division 01 County 135 Location JCT I-40 & US-64B Sufficiency 85.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 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 1964 ADT Total 8950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 112.001 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. 3 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.4 HS Inv. Rating Method 1 HS Inv. Method 36.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14320 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1700 Min Measured Clearance 1609 NBI Rating 16017 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 32ft. - 46ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 1304SX H Index 86.6733 Latitude 35:23:35.28 Longitude -94:35:52.56 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-1304S NBI Text 16017 Vault Link http://plansrv1/bridgemaintvault/b16017 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.39313333 Longitude DD -94.59793333 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16441 x -10530593.7683916 y 4217435.56714502
16016	6737 1399SX	16016	Seminole	CO. RD.	I-40 EB UNDER	6737 1399SX	35ft.-45ft.-35ft. CONT. CO	1964	35.38035	-96.52975	117.126	28.999	—	3	10	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	75	2022	5	Unmatched
Raw data OBJECTID 16440 BRKEY 16016 NBI No. 16016 On Under 1 Structure No. 6737 1399SX Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-40 EB UNDER Division 03 County 133 Location 14 MI E POTT CO Sufficiency 84.8 Kind Hwy 4 Level Service 1 Route No. N3640 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1964 ADT Total 75 ADT Year 2022 Design Load H 15 Skew 10 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 117.126 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 46.628 HS Inv. Rating Method 1 HS Inv. Method 27.888 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane Y Advanced Warning Sign N Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16016 ODOT County 67 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.-45ft.-35ft. CONT. CO Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 1399SX H Index 89.6784 Latitude 35:22:49.26 Longitude -96:31:47.1 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16016 Vault Link http://plansrv1/bridgemaintvault/b16016 GIS FO/SD FO H Inv. Method 17.527 Latitude DD 35.38035 Longitude DD -96.52975 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16440 x -10745642.616402 y 4215690.07415565
16015	6737 1399NX	16015	Seminole	CO. RD.	I-40 WB UNDER	6737 1399NX	35ft.-45ft.-35ft. CONT. CO	1964	35.38096944	-96.52975	117.126	28.999	—	3	10	2	23.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	75	2022	5	Unmatched
Raw data OBJECTID 16439 BRKEY 16015 NBI No. 16015 On Under 1 Structure No. 6737 1399NX Control No. Lane Ind. Milepoint Facility Carried CO. RD. Feature Intersected I-40 WB UNDER Division 03 County 133 Location 14 MI E POTT CO Sufficiency 84.8 Kind Hwy 4 Level Service 1 Route No. N3640 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 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 1964 ADT Total 75 ADT Year 2022 Design Load H 15 Skew 10 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 117.126 Deck Width 28.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 46.628 HS Inv. Rating Method 1 HS Inv. Method 27.888 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane Y Advanced Warning Sign N Existing Posting 1506 Max Measured Clearance 1509 Min Measured Clearance 1509 NBI Rating 16015 ODOT County 67 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft.-45ft.-35ft. CONT. CO Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6737 1399NX H Index 96.378 Latitude 35:22:51.49 Longitude -96:31:47.1 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name CO. RD. Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16015 Vault Link http://plansrv1/bridgemaintvault/b16015 GIS FO/SD FO H Inv. Method 17.527 Latitude DD 35.38096944 Longitude DD -96.52975 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16439 x -10745642.616402 y 4215774.64888388
16014	4607 1330NX	16014	McIntosh	I-40 WB	S.H. 150 UNDER	4607 1330NX	32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 9°	1964	35.455175	-95.64603333	108.901	42.999	—	3	9	2	38.501	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.9	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5950	2022	5	Unmatched
Raw data OBJECTID 16438 BRKEY 16014 NBI No. 16014 On Under 1 Structure No. 4607 1330NX Control No. 007 Lane Ind. N Milepoint 13300 Facility Carried I-40 WB Feature Intersected S.H. 150 UNDER Division 01 County 091 Location 5.8 W JCT US-69 Sufficiency 83.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 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 1964 ADT Total 5950 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 3 Road Width 38.501 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 8 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 108.901 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. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9520 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 Y Existing Posting -1 Max Measured Clearance 1509 Min Measured Clearance 1506 NBI Rating 16014 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.251 Rt. Curb SW 2.251 Description 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 9° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 1330NX H Index 89.6247 Latitude 35:27:18.63 Longitude -95:38:45.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-1330N NBI Text 16014 Vault Link http://plansrv1/bridgemaintvault/b16014 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.455175 Longitude DD -95.64603333 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16438 x -10647267.7266921 y 4225910.94755998
15830	4606 0899 X	15830	McIntosh	U.S. 266	GENTRY CREEK	4606 0899 X	68ft. - 85ft. - 68ft. CONTINUOUS I-BEAM	1963	35.50751111	-95.662975	225	31.001	—	3	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1100	2022	5	Unmatched
Raw data OBJECTID 16431 BRKEY 15830 NBI No. 15830 On Under 1 Structure No. 4606 0899 X Control No. 006 Lane Ind. Milepoint 08990 Facility Carried U.S. 266 Feature Intersected GENTRY CREEK Division 01 County 091 Location 1.6 W JCT SH-72 Sufficiency 75 Kind Hwy 2 Level Service 1 Route No. 00266 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 1963 ADT Total 1100 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 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 4 - Steel Continuous Design 02 Length 225 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1760 Future ADT Year 2042 Bypass Detour 26.718961 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 15830 ODOT County 46 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 68ft. - 85ft. - 68ft. CONTINUOUS I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4606 0899 X H Index 94.8486 Latitude 35:30:27.04 Longitude -95:39:46.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 266 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06-0899 NBI Text 15830 Vault Link http://plansrv1/bridgemaintvault/b15830 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.50751111 Longitude DD -95.662975 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16431 x -10649153.6647697 y 4233065.55501546
15829	5422 1454 X	15829	Okfuskee	CLEAR VIEW INTERCH	I-40 UNDER	5422 1454 X	40ft.(2-72ft. CONT.) 32ft.	1963	35.43008333	-96.19368056	220.144	30.84	—	2	0	2	27.887	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	1075	2022	5	Unmatched
Raw data OBJECTID 16430 BRKEY 15829 NBI No. 15829 On Under 1 Structure No. 5422 1454 X Control No. Lane Ind. Milepoint Facility Carried CLEAR VIEW INTERCH Feature Intersected I-40 UNDER Division 03 County 107 Location 14.5 MI E SEMINOLE CO Sufficiency 82.3 Kind Hwy 4 Level Service 1 Route No. 5456C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 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 1963 ADT Total 1075 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 36.417 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 220.144 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1720 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15829 ODOT County 54 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 40ft.(2-72ft. CONT.) 32ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5422 1454 X H Index 100 Latitude 35:25:48.3 Longitude -96:11:37.25 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name CLEAR VIEW INTERCH 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 15829 Vault Link http://plansrv1/bridgemaintvault/b15829 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.43008333 Longitude DD -96.19368056 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16430 x -10708231.53747 y 4222482.44170596
15828	5603 0264 X	15828	Okmulgee	CO. RD. N3916	I-40 UNDER	5603 0264 X	33ft. - (2) 75ft. - 33ft. CONTINUOUS I-BEAM SK 15°	1963	35.431325	-96.04125	220	27.001	—	2	15	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	125	2022	5	Unmatched
Raw data OBJECTID 16429 BRKEY 15828 NBI No. 15828 On Under 1 Structure No. 5603 0264 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3916 Feature Intersected I-40 UNDER Division 01 County 111 Location 2.64 E OKFUSKEE C/L Sufficiency 75 Kind Hwy 4 Level Service 1 Route No. N3916 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.001 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 1963 ADT Total 125 ADT Year 2022 Design Load H 15 Skew 15 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 220 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42.329 HS Inv. Rating Method 1 HS Inv. Method 25.353 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 200 Future ADT Year 2042 Bypass Detour 6.835083 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 1702 Min Measured Clearance 1603 NBI Rating 15828 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 33ft. - (2) 75ft. - 33ft. CONTINUOUS I-BEAM SK 15° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0264 X H Index 98.7764 Latitude 35:25:52.77 Longitude -96:02:28.5 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3916 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0264 NBI Text 15828 Vault Link http://plansrv1/bridgemaintvault/b15828 GIS FO/SD Meets Standards H Inv. Method 16.424 Latitude DD 35.431325 Longitude DD -96.04125 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16429 x -10691263.0451495 y 4222652.07737875
15827	0528 1468 X	15827	Beckham	S.H. 152	LONG CREEK	0528 1468 X	64ft.-80ft.-64ft. CONT. STEEL I-BEAM SPANS	1963	35.29120833	-99.66739167	209.974	32.001	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 16428 BRKEY 15827 NBI No. 15827 On Under 1 Structure No. 0528 1468 X Control No. 028 Lane Ind. Milepoint 14680 Facility Carried S.H. 152 Feature Intersected LONG CREEK Division 05 County 009 Location 14.6 MI SE JCT S.H. 6 Sufficiency 88.3 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 39.003 Span Type Main M Material 4 - Steel Continuous Design 02 Length 209.974 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 19.262507 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 15827 ODOT County 05 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 64ft.-80ft.-64ft. CONT. STEEL I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0528 1468 X H Index 99.8106 Latitude 35:17:28.35 Longitude -99:40:02.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 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 15827 Vault Link http://plansrv1/bridgemaintvault/b15827 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.29120833 Longitude DD -99.66739167 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16428 x -11094923.2893982 y 4203525.95033979
15826	5422R0395 X	15826	Okfuskee	S.H. 48	I-40 UNDER	5422 0395 X	32ft.(2-72ft. CONT.)32ft.	1963	35.40276667	-96.37597222	211.942	30.84	—	2	0	2	27.887	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57.1	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	720	2015	5	Unmatched
Raw data OBJECTID 16427 BRKEY 15826 NBI No. 15826 On Under 1 Structure No. 5422R0395 X Control No. Lane Ind. Milepoint Facility Carried S.H. 48 Feature Intersected I-40 UNDER Division 03 County 107 Location 3.9 MI E SEMINOLE CO Sufficiency 57.1 Kind Hwy 3 Level Service 1 Route No. 00048 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 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 1963 ADT Total 720 ADT Year 2015 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 36.417 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 211.942 Deck Width 30.84 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.6 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1152 Future ADT Year 2035 Bypass Detour 18.799952 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane M Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 15826 ODOT County 54 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.(2-72ft. CONT.)32ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5422 0395 X H Index 38.2751 Latitude 35:24:09.96 Longitude -96:22:33.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 48 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 15826 Vault Link http://plansrv1/bridgemaintvault/b15826 GIS FO/SD SD H Inv. Method 24.4 Latitude DD 35.40276667 Longitude DD -96.37597222 ODOT County Number 54 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16427 x -10728524.1522371 y 4218751.1292515
15825	0528 0863 X	15825	Beckham	S.H. 152	STARVATION CREEK	0528 0863 X	64ft.-80ft.-64ft. CONT. STEEL I-BEAM SPANS	1963	35.3232	-99.75873889	209.974	32.001	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Good (7)	Good (7)	Good (7)	Good (7)	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 16426 BRKEY 15825 NBI No. 15825 On Under 1 Structure No. 0528 0863 X Control No. 028 Lane Ind. Milepoint 08630 Facility Carried S.H. 152 Feature Intersected STARVATION CREEK Division 05 County 009 Location 8.6 MI SE JCT S.H. 6 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00152 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1963 ADT Total 700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 209.974 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1120 Future ADT Year 2042 Bypass Detour 19.262507 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 15825 ODOT County 05 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 64ft.-80ft.-64ft. CONT. STEEL I-BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0528 0863 X H Index 87.8042 Latitude 35:19:23.52 Longitude -99:45:31.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 152 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 15825 Vault Link http://plansrv1/bridgemaintvault/b15825 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.3232 Longitude DD -99.75873889 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16426 x -11105092.0154139 y 4207889.93706891
16114	1737T0334 X	16114	Cotton	CO. RD. E1930	BAILEY B TP (I-44) UNDER	1737T0330 X	40ft.,2-49ft.,40 I-BM SPANS	1964	34.21729167	-98.47705	181.102	22.999	—	4	30	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63.5	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	X	3690	2022	5	Unmatched
Raw data OBJECTID 16425 BRKEY 16114 NBI No. 16114 On Under 1 Structure No. 1737T0334 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1930 Feature Intersected BAILEY B TP (I-44) UNDER Division 07 County 033 Location T.P.NO.21.47 Sufficiency 63.5 Kind Hwy 4 Level Service 1 Route No. E1930 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System X Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1964 ADT Total 3690 ADT Year 2022 Design Load H 15 Skew 30 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 3.002 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 181.102 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 45.966 HS Inv. Rating Method 1 HS Inv. Method 27.999 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5904 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N0 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1609 Min Measured Clearance 1602 NBI Rating 16114 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 40ft.,2-49ft.,40 I-BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1737T0330 X H Index 96.4788 Latitude 34:13:02.25 Longitude -98:28:37.38 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E1930 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 21.47 NBI Text 16114 Vault Link http://plansrv1/bridgemaintvault/b16114 GIS FO/SD FO H Inv. Method 19.952 Latitude DD 34.21729167 Longitude DD -98.47705 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16425 x -10962415.0608237 y 4058016.44039875
16113	1434 0293 X	16113	Cleveland	SW 119TH ST.	I-44 UNDER	1434 0293 X	35ft.,2-59ft.,35ft. CONC. SLAB SPANS SK.71 DEG.30ft. WITH 2-18ft. SAFETY CURBS	1964	35.348475	-97.586697	188.976	33.136	—	4	18	2	27.887	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	32.2	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 16424 BRKEY 16113 NBI No. 16113 On Under 1 Structure No. 1434 0293 X Control No. Lane Ind. Milepoint Facility Carried SW 119TH ST. Feature Intersected I-44 UNDER Division 03 County 027 Location 2.9 MI N MCCLAIN C/L Sufficiency 32.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1964 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 4 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 10.827 Underclearance Left 18.373 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 188.976 Deck Width 33.136 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 32.932673 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1700 Min Measured Clearance 1611 NBI Rating 16113 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 35ft.,2-59ft.,35ft. CONC. SLAB SPANS SK.71 DEG.30ft. WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1434 0293 X H Index 91.3792 Latitude 35:20:54.51 Longitude -97:35:12.11 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name SW 119TH ST. Scour N Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16113 Vault Link http://plansrv1/bridgemaintvault/b16113 GIS FO/SD SD H Inv. Method 23 Latitude DD 35.348475 Longitude DD -97.586697 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16424 x -10863301.4182375 y 4211338.92331958
16112	6823 0048 X	16112	Sequoyah	S CEDAR ST	I-40 UNDER	6823 0048 X	33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB SK 6°	1964	35.44775556	-94.79670278	181	33	—	4	6	2	28	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.2	Fair (5)	Fair (5)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	1500	2022	5	Unmatched
Raw data OBJECTID 16423 BRKEY 16112 NBI No. 16112 On Under 1 Structure No. 6823 0048 X Control No. Lane Ind. Milepoint Facility Carried S CEDAR ST Feature Intersected I-40 UNDER Division 01 County 135 Location 0.48 E JCT US-59 Sufficiency 73.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1964 ADT Total 1500 ADT Year 2022 Design Load H 20 Skew 6 No. Main Spans 4 Road Width 28 Ref. Underclearance Rt. H Underclearance Right 11 Underclearance Left 19.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 181 Deck Width 33 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 5 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 48.1 HS Inv. Rating Method 1 HS Inv. Method 28.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 1.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1610 Min Measured Clearance 1511 NBI Rating 16112 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft. - (2) 56ft. - 33ft. CONTINUOUS CONCRETE SLAB SK 6° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6823 0048 X H Index 95.9687 Latitude 35:26:51.92 Longitude -94:47:48.13 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S CEDAR ST Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23-0048 NBI Text 16112 Vault Link http://plansrv1/bridgemaintvault/b16112 GIS FO/SD Meets Standards H Inv. Method 18.6 Latitude DD 35.44775556 Longitude DD -94.79670278 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16423 x -10552720.6823509 y 4224897.0498795
16111	1737T0000 X	16111	Cotton	BAILEY B TP (I-44)	U.S. 70 UNDER	1737T0000 X	40ft.,2-50ft.,40ft. I-BM. SPANS WITH 2-18 INCH SAFETY CURBS	1964	34.173333	-98.502222	183.071	87.999	—	4	30	4	81.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	09 - Local (Rural)	X	6300	2022	5	Unmatched
Raw data OBJECTID 16422 BRKEY 16111 NBI No. 16111 On Under 1 Structure No. 1737T0000 X Control No. 037 Lane Ind. Milepoint 00000 Facility Carried BAILEY B TP (I-44) Feature Intersected U.S. 70 UNDER Division 07 County 033 Location 1.3 MI E SH36 Sufficiency 97.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.499 Bridge System X Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 09 - Local (Rural) Year Built 1964 ADT Total 6300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 81.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 81.001 Span Type Main M Material 3 - Steel Design 02 Length 183.071 Deck Width 87.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 10080 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1701 Min Measured Clearance 1607 NBI Rating 16111 ODOT County 17 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 40ft.,2-50ft.,40ft. I-BM. SPANS WITH 2-18 INCH SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1737T0000 X H Index 92.7115 Latitude 34:10:24 Longitude -98:30:08 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name BAILEY B TP (I-44) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 24.80 NBI Text 16111 Vault Link http://plansrv1/bridgemaintvault/b16111 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.173333 Longitude DD -98.502222 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 7 Rural/Urban Rural ARC_ID_NUM 16422 x -10965217.195046 y 4052100.22728588
16110	1434 0190 X	16110	Cleveland	S.H. 37	I-44 UNDER	1434 0190 X	35ft.,2-59ft.,35ft. CONC. SLAB SPANS SK.71 DEG.30ft. WITH 2-18ft. SAFETY CURBS	1964	35.33396389	-97.59251389	188.976	33.136	—	4	18	2	27.887	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	30.2	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	8900	2022	5	Unmatched
Raw data OBJECTID 16421 BRKEY 16110 NBI No. 16110 On Under 1 Structure No. 1434 0190 X Control No. Lane Ind. Milepoint Facility Carried S.H. 37 Feature Intersected I-44 UNDER Division 03 County 027 Location 1.9 MI N MCCLAIN C/L Sufficiency 30.2 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1964 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 4 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 10.827 Underclearance Left 18.373 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 188.976 Deck Width 33.136 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 32.932673 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1708 Min Measured Clearance 1607 NBI Rating 16110 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 35ft.,2-59ft.,35ft. CONC. SLAB SPANS SK.71 DEG.30ft. WITH 2-18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1434 0190 X H Index 93.1798 Latitude 35:20:02.27 Longitude -97:35:33.05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 37 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete and Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16110 Vault Link http://plansrv1/bridgemaintvault/b16110 GIS FO/SD FOSD H Inv. Method 23 Latitude DD 35.33396389 Longitude DD -97.59251389 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16421 x -10863948.9514703 y 4209358.62848987
16109	6104 0000 X	16109	Pittsburg	S.H. 113	U.S. 69 UNDER	6104 0000 X	32ft. - (2) 58ft. - 38ft. CONTINUOUS CONCRETE SLAB	1964	35	-95.71972222	187.999	32.999	—	4	0	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.2	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2600	2022	5	Unmatched
Raw data OBJECTID 16420 BRKEY 16109 NBI No. 16109 On Under 1 Structure No. 6104 0000 X Control No. Lane Ind. Milepoint Facility Carried S.H. 113 Feature Intersected U.S. 69 UNDER Division 02 County 121 Location JCT SH 113; 4.2 N KREBS Sufficiency 76.2 Kind Hwy 3 Level Service 1 Route No. 00113 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1964 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 16.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 187.999 Deck Width 32.999 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.02 HS Inv. Rating Method 1 HS Inv. Method 26.36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 0.999998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1809 Min Measured Clearance 1604 NBI Rating 16109 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft. - (2) 58ft. - 38ft. CONTINUOUS CONCRETE SLAB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6104 0000 X H Index 81.3191 Latitude 35:00:00 Longitude -95:43:11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 113 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 020 NBI Text 16109 Vault Link http://plansrv1/bridgemaintvault/b16109 GIS FO/SD Meets Standards H Inv. Method 19.15 Latitude DD 35 Longitude DD -95.71972222 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16420 x -10655470.736404 y 4163881.1440643
16013	4607 1330SX	16013	McIntosh	I-40 EB	S.H. 150 UNDER	4607 1330SX	32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 9°	1964	35.45484444	-95.64603056	108.901	42.999	—	3	9	2	38.501	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	5800	2022	5	Unmatched
Raw data OBJECTID 16419 BRKEY 16013 NBI No. 16013 On Under 1 Structure No. 4607 1330SX Control No. 007 Lane Ind. S Milepoint 13300 Facility Carried I-40 EB Feature Intersected S.H. 150 UNDER Division 01 County 091 Location 5.8 W JCT US-69 Sufficiency 82.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 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 1964 ADT Total 5800 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 3 Road Width 38.501 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 8 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 108.901 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 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9280 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 1410 Max Measured Clearance 1504 Min Measured Clearance 1501 NBI Rating 16013 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 9 Lft. Curb SW 2.251 Rt. Curb SW 2.251 Description 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 9° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4607 1330SX H Index 86.1043 Latitude 35:27:17.44 Longitude -95:38:45.71 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 07-1330S NBI Text 16013 Vault Link http://plansrv1/bridgemaintvault/b16013 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.45484444 Longitude DD -95.64603056 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16419 x -10647267.4183371 y 4225865.77315591
16012	6104 1269EX	16012	Pittsburg	U.S. 69 NB	S.H. 113 UNDER	6104 1269EX	31ft. - 40ft. - 31ft. CONTINUOUS CONCRETE SLAB	1964	35.171847	-95.649053	102.034	42.999	—	3	0	2	37.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.4	Fair (5)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7650	2022	5	Unmatched
Raw data OBJECTID 16418 BRKEY 16012 NBI No. 16012 On Under 1 Structure No. 6104 1269EX Control No. 004 Lane Ind. E Milepoint 12690 Facility Carried U.S. 69 NB Feature Intersected S.H. 113 UNDER Division 02 County 121 Location JCT SH 113 AT CANADIAN Sufficiency 86.4 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1964 ADT Total 7650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 5.499 Underclearance Left 5.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 102.034 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 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12240 Future ADT Year 2042 Bypass Detour 0.099997 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 1505 Min Measured Clearance 1408 NBI Rating 16012 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft. - 40ft. - 31ft. CONTINUOUS CONCRETE SLAB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6104 1269EX H Index 96.3633 Latitude 35:10:18.65 Longitude -95:38:56.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name U.S. 69 NB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 031 NBI Text 16012 Vault Link http://plansrv1/bridgemaintvault/b16012 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.171847 Longitude DD -95.649053 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16418 x -10647603.8748188 y 4187259.05693189