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
18611	5239T0204 X	18611	Noble	CIMARRON TP	BLACK BEAR CREEK	5239T0204 X	10--100ft. PC BEAM SPANS	1973	36.31005556	-96.99163889	1000	86.001	—	10	0	4	82.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	5100	2022	5	Unmatched
Raw data OBJECTID 18021 BRKEY 18611 NBI No. 18611 On Under 1 Structure No. 5239T0204 X Control No. 039 Lane Ind. Milepoint 02040 Facility Carried CIMARRON TP Feature Intersected BLACK BEAR CREEK Division 04 County 103 Location .8 MI N JCT SH 64 Sufficiency 74.1 Kind Hwy 2 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 83.99 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 5100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 82.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 87.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1000 Deck Width 86.001 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.3 HS Inv. Rating Method 1 HS Inv. Method 33.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 123.652866 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 18611 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 10--100ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5239T0204 X H Index 100 Latitude 36:18:36.2 Longitude -96:59:29.9 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CIMARRON TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 21.71 NBI Text 18611 Vault Link http://plansrv1/bridgemaintvault/b18611 GIS FO/SD Meets Standards H Inv. Method 29.9 Latitude DD 36.31005556 Longitude DD -96.99163889 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18021 x -10797059.8524399 y 4343368.83759707
18610	5507 0347NXR	18610	Oklahoma	I-44 E-S RAMP	S.H. 66 & S.H. 3 UNDER	5507 0347NX	(88ft.-143ft.-117)(2-81ft.)(81ft.-105ft.)(105ft.-82ft.) CONT. I-BM. SPANS ON A 5 DEG.32ft.	1973	35.50958333	-97.57625	885	43.701	—	9	0	2	40.699	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	77000	2022	5	Unmatched
Raw data OBJECTID 18020 BRKEY 18610 NBI No. 18610 On Under 1 Structure No. 5507 0347NXR Control No. 007 Lane Ind. N Milepoint 03470 Facility Carried I-44 E-S RAMP Feature Intersected S.H. 66 & S.H. 3 UNDER Division 04 County 109 Location 3.4 MI N I-40 Sufficiency 76 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.699 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 1973 ADT Total 77000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 4.751 Underclearance Left 4.751 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 885 Deck Width 43.701 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 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 123200 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18610 ODOT County 55 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 (88ft.-143ft.-117)(2-81ft.)(81ft.-105ft.)(105ft.-82ft.) CONT. I-BM. SPANS ON A 5 DEG.32ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5507 0347NX H Index 78.9673 Latitude 35:30:34.5 Longitude -97:34:34.5 I257A 1 I257B 1 I257C 0 I257D 0 I257E 0 I263 1 Roadway Name I-44 E-S OVER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 18610 Vault Link http://plansrv1/bridgemaintvault/b18610 GIS FO/SD FO H Inv. Method 23 Latitude DD 35.50958333 Longitude DD -97.57625 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18020 x -10862138.4635172 y 4233348.93375106
18609	1214 0843 X	18609	Choctaw	S.H. 93	KIAMICHI RIVER	1214 0843 X	0-131ft. CONT. PLATE G	1973	34.113022	-95.454119	657	32	—	5	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 18019 BRKEY 18609 NBI No. 18609 On Under 1 Structure No. 1214 0843 X Control No. 014 Lane Ind. Milepoint 08430 Facility Carried S.H. 93 Feature Intersected KIAMICHI RIVER Division 02 County 023 Location 8.3 MI. N. JCT.US70 Sufficiency 80 Kind Hwy 3 Level Service 1 Route No. 00093 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 1973 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 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 30 Span Type Main M Material 4 - Steel Continuous Design 02 Length 657 Deck Width 32 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 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 68.8 HS Inv. Rating Method 1 HS Inv. Method 41.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 24.233476 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18609 ODOT County 12 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 0-131ft. CONT. PLATE G Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1214 0843 X H Index 65.4872 Latitude 34:06:46.88 Longitude -95:27:14.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 93 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 020 NBI Text 18609 Vault Link http://plansrv1/bridgemaintvault/b18609 GIS FO/SD Meets Standards H Inv. Method 22.9 Latitude DD 34.113022 Longitude DD -95.454119 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18019 x -10625903.9212005 y 4043988.23437912
18522	5931T0992 X	18522	Pawnee	N3570	CIMARRON TP UNDER	5931T0992 X	2-75ft. PC BEAM SPANS	1973	36.22494444	-96.64237778	152.887	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	100	2022	5	Unmatched
Raw data OBJECTID 18018 BRKEY 18522 NBI No. 18522 On Under 1 Structure No. 5931T0992 X Control No. Lane Ind. Milepoint Facility Carried N3570 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 2.5 MIS SE MARAMEC Sufficiency 91.7 Kind Hwy 4 Level Service 1 Route No. N3570 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 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 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.226 HS Inv. Rating Method 1 HS Inv. Method 33.069 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 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 1606 Max Measured Clearance 1703 Min Measured Clearance 1606 NBI Rating 18522 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T0992 X H Index 89.5325 Latitude 36:13:29.8 Longitude -96:38:32.56 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name N3570 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 44.54 NBI Text 18522 Vault Link http://plansrv1/bridgemaintvault/b18522 GIS FO/SD Meets Standards H Inv. Method 29.983 Latitude DD 36.22494444 Longitude DD -96.64237778 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18018 x -10758180.2835208 y 4331617.68809539
18521	5931T1795 X	18521	Pawnee	CO. RD. E0650	CIMARRON TP UNDER	5931T1795 X	83ft.-71ft. PC BEAM SPANS	1973	36.21965278	-96.49981111	159.121	31.001	—	2	0	2	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5700	2022	5	Unmatched
Raw data OBJECTID 18017 BRKEY 18521 NBI No. 18521 On Under 1 Structure No. 5931T1795 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0650 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 4 MI'S E JCT SH 99 Sufficiency 74.5 Kind Hwy 4 Level Service 1 Route No. E0650 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5700 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 31.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 159.121 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 63.052 HS Inv. Rating Method 1 HS Inv. Method 37.809 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 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 1700 Max Measured Clearance 1910 Min Measured Clearance 1700 NBI Rating 18521 ODOT County 59 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 83ft.-71ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T1795 X H Index 99.6221 Latitude 36:13:10.75 Longitude -96:29:59.32 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E0650 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 52.55 NBI Text 18521 Vault Link http://plansrv1/bridgemaintvault/b18521 GIS FO/SD FO H Inv. Method 34.613 Latitude DD 36.21965278 Longitude DD -96.49981111 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18017 x -10742309.8344123 y 4330887.50004307
18520	7410 0036 X	18520	Washington	S.H. 11	TYNER CREEK	7410 0036 X	45ft.-60ft.-45ft. I-BM. SPANS	1973	36.43562222	-95.99713889	152.887	35	—	3	0	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.2	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1700	2022	5	Unmatched
Raw data OBJECTID 18016 BRKEY 18520 NBI No. 18520 On Under 1 Structure No. 7410 0036 X Control No. 010 Lane Ind. Milepoint 00360 Facility Carried S.H. 11 Feature Intersected TYNER CREEK Division 08 County 147 Location .4 MI SE OSAGE C/L Sufficiency 77.2 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1973 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 152.887 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70.9 HS Inv. Rating Method 1 HS Inv. Method 42.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2720 Future ADT Year 2042 Bypass Detour 49.709695 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18520 ODOT County 74 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-60ft.-45ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7410 0036 X H Index 67.855 Latitude 36:26:08.24 Longitude -95:59:49.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18520 Vault Link http://plansrv1/bridgemaintvault/b18520 GIS FO/SD Meets Standards H Inv. Method 31.4 Latitude DD 36.43562222 Longitude DD -95.99713889 ODOT County Number 74 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18016 x -10686352.618846 y 4360729.06634047
18519	5931T2097 X	18519	Pawnee	CO. RD. N3680	CIMARRON TP UNDER	5931T2097 X	79ft.-74ft. PC BEAM SPANS	1973	36.21978056	-96.44610833	155.84	31.001	—	2	0	2	27.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5700	2022	5	Unmatched
Raw data OBJECTID 18015 BRKEY 18519 NBI No. 18519 On Under 1 Structure No. 5931T2097 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3680 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 3 MI'S W JCT SH 48 Sufficiency 74.5 Kind Hwy 4 Level Service 1 Route No. N3680 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 31.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155.84 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 63.493 HS Inv. Rating Method 1 HS Inv. Method 38.03 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 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 1705 Max Measured Clearance 1805 Min Measured Clearance 1705 NBI Rating 18519 ODOT County 59 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 79ft.-74ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T2097 X H Index 95.3865 Latitude 36:13:11.21 Longitude -96:26:45.99 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3680 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 55.55 NBI Text 18519 Vault Link http://plansrv1/bridgemaintvault/b18519 GIS FO/SD FO H Inv. Method 34.392 Latitude DD 36.21978056 Longitude DD -96.44610833 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18015 x -10736331.6682885 y 4330905.13162742
18518	5931T1496 X	18518	Pawnee	CO. RD. N3620	CIMARRON TP UNDER	5931T1496 X	80ft.-73ft. PC BEAM SPANS	1973	36.21948056	-96.55319722	158.136	27.001	—	2	0	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	71.3	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	5700	2022	5	Unmatched
Raw data OBJECTID 18014 BRKEY 18518 NBI No. 18518 On Under 1 Structure No. 5931T1496 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3620 Feature Intersected CIMARRON TP UNDER Division 08 County 117 Location 1 MI E SH 99 Sufficiency 71.3 Kind Hwy 4 Level Service 1 Route No. N3620 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 5700 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 27.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 158.136 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 55.667 HS Inv. Rating Method 1 HS Inv. Method 30.865 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 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 1700 Max Measured Clearance 1807 Min Measured Clearance 1700 NBI Rating 18518 ODOT County 59 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 80ft.-73ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T1496 X H Index 100 Latitude 36:13:10.13 Longitude -96:33:11.51 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3620 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 49.56 NBI Text 18518 Vault Link http://plansrv1/bridgemaintvault/b18518 GIS FO/SD FO H Inv. Method 26.786 Latitude DD 36.21948056 Longitude DD -96.55319722 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18014 x -10748252.7489929 y 4330863.73649921
18517	5238T1267 X	18517	Noble	CO. RD. N3310	CIMARRON TP UNDER	5238T1267 X	79ft. - 75ft. PC BEAM SPANS, SK 79 LF	1973	36.39127778	-97.10347778	157.999	27.001	—	2	11	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.2	Fair (5)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	V	3030	2022	5	Unmatched
Raw data OBJECTID 18013 BRKEY 18517 NBI No. 18517 On Under 1 Structure No. 5238T1267 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N3310 Feature Intersected CIMARRON TP UNDER Division 04 County 103 Location 2 MIS W US 177 Sufficiency 62.2 Kind Hwy 4 Level Service 1 Route No. N3310 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24.934 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1973 ADT Total 3030 ADT Year 2022 Design Load H 20 Skew 11 No. Main Spans 2 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 5 - Prestressed Concrete Design 02 Length 157.999 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 51.698 HS Inv. Rating Method 1 HS Inv. Method 24.361 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4848 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 1610 Max Measured Clearance 1710 Min Measured Clearance 1607 NBI Rating 18517 ODOT County 52 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 79ft. - 75ft. PC BEAM SPANS, SK 79 LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5238T1267 X H Index 99.936 Latitude 36:23:28.6 Longitude -97:06:12.52 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N3310 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 12.52 NBI Text 18517 Vault Link http://plansrv1/bridgemaintvault/b18517 GIS FO/SD FO H Inv. Method 21.054 Latitude DD 36.39127778 Longitude DD -97.10347778 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18013 x -10809509.7007256 y 4354595.02060439
18427	7286 1145 X	18427	Tulsa	U.S. 64	CREEK	7286 1145 X	3-10ft.X 10ft.X 200ft. R.C.BOX SK. 76 DEG.	1973	36.15382778	-96.06090278	35.105	0	—	3	14	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	38000	2022	5	Unmatched
Raw data OBJECTID 18012 BRKEY 18427 NBI No. 18427 On Under 1 Structure No. 7286 1145 X Control No. 086 Lane Ind. Milepoint 11450 Facility Carried U.S. 64 Feature Intersected CREEK Division 08 County 143 Location 11.4 MI S-E OSAGE CO Sufficiency 77.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 53.999 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 1973 ADT Total 38000 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 6 Fill RCB 10 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 35.105 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 157.3 HS Inv. Rating Method 1 HS Inv. Method 94.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 60800 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18427 ODOT County 72 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 10ft.X 200ft. R.C.BOX SK. 76 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 1145 X H Index 99.2476 Latitude 36:09:13.78 Longitude -96:03:39.25 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18427 Vault Link http://plansrv1/bridgemaintvault/b18427 GIS FO/SD Meets Standards H Inv. Method 56.4 Latitude DD 36.15382778 Longitude DD -96.06090278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18012 x -10693450.7826118 y 4321808.5336105
18426	7286 1127SXC	18426	Tulsa	U.S. 64 SD	HARLOW CREEK	7286 1127SXC	3-10ft. X 15ft. X 200ft. R.C.BOX SK. 76 DEG.	1973	36.15099722	-96.06543056	47.999	0	—	3	14	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	100	2022	5	Unmatched
Raw data OBJECTID 18011 BRKEY 18426 NBI No. 18426 On Under 1 Structure No. 7286 1127SXC Control No. 086 Lane Ind. S Milepoint 11270 Facility Carried U.S. 64 SD Feature Intersected HARLOW CREEK Division 08 County 143 Location 200' S OF US 64 Sufficiency 97 Kind Hwy 8 Level Service 0 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 53.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1973 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 14 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 15 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.999 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. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18426 ODOT County 72 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 15ft. X 200ft. R.C.BOX SK. 76 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7286 1127SXC H Index 92.293 Latitude 36:09:03.59 Longitude -96:03:55.55 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 SD Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 18426 Vault Link http://plansrv1/bridgemaintvault/b18426 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.15099722 Longitude DD -96.06543056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18011 x -10693954.8127758 y 4321418.29733963
18425	7286 1003 XC	18425	Tulsa	U.S. 64 SD	CREEK	7286 1003 XC	3-10ft.X 8ft.X 66ft. R.C.B	1973	36.14350278	-96.08351389	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	C	100	2022	5	Unmatched
Raw data OBJECTID 18010 BRKEY 18425 NBI No. 18425 On Under 1 Structure No. 7286 1003 XC Control No. 086 Lane Ind. Milepoint 10030 Facility Carried U.S. 64 SD Feature Intersected CREEK Division 08 County 143 Location 80' N OF US 64 Sufficiency 97 Kind Hwy 8 Level Service 0 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1973 ADT Total 100 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 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 160 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18425 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 8ft.X 66ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 7286 1003 XC H Index 83.7511 Latitude 36:08:36.61 Longitude -96:05:00.65 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 SD Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 18425 Vault Link http://plansrv1/bridgemaintvault/b18425 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.14350278 Longitude DD -96.08351389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 18010 x -10695967.8398632 y 4320385.14142042
18424	5702 0719 X	18424	Osage	U.S. 60	LITTLE CHARLEY CREEK	5702 0719 X	3-10ft. X 8ft. X 198ft. R.	1973	36.68083611	-96.93625	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3000	2022	5	Unmatched
Raw data OBJECTID 18009 BRKEY 18424 NBI No. 18424 On Under 1 Structure No. 5702 0719 X Control No. 002 Lane Ind. Milepoint 07190 Facility Carried U.S. 60 Feature Intersected LITTLE CHARLEY CREEK Division 08 County 113 Location 7.2 MI. E. KAY CL Sufficiency 89.8 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1973 ADT Total 3000 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 30 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 870.9 HS Inv. Rating Method 1 HS Inv. Method 522.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 31.689931 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18424 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 8ft. X 198ft. R. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5702 0719 X H Index 87.6679 Latitude 36:40:51.01 Longitude -96:56:10.5 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18424 Vault Link http://plansrv1/bridgemaintvault/b18424 GIS FO/SD Meets Standards H Inv. Method 520.2 Latitude DD 36.68083611 Longitude DD -96.93625 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 18009 x -10790893.9894095 y 4394712.33858811
18423	2106 0618 X	18423	Delaware	U.S. 59	DROWNING CREEK	2106 0618 X	3-10ft.X 6ft.X 136ft. R.C.BOX	1973	36.479489	-94.781847	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	7600	2022	5	Unmatched
Raw data OBJECTID 18008 BRKEY 18423 NBI No. 18423 On Under 1 Structure No. 2106 0618 X Control No. 006 Lane Ind. Milepoint 06180 Facility Carried U.S. 59 Feature Intersected DROWNING CREEK Division 08 County 041 Location 6.3 MI N SH20 Sufficiency 81.3 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1973 ADT Total 7600 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 14 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 68.6 HS Inv. Rating Method 2 HS Inv. Method 41.1 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 12160 Future ADT Year 2042 Bypass Detour 60.273005 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18423 ODOT County 21 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 136ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2106 0618 X H Index 67 Latitude 36:28:46.16 Longitude -94:46:54.65 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18423 Vault Link http://plansrv1/bridgemaintvault/b18423 GIS FO/SD Meets Standards H Inv. Method 32.3 Latitude DD 36.479489 Longitude DD -94.781847 ODOT County Number 21 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18008 x -10551066.944486 y 4366800.48790924
18422	5504 0588 X	18422	Oklahoma	U.S. 62	SILVER CREEK	5504 0588 X	3-10ft.X 5ft.X 90ft. R.C.BOX SK.60 DEG. W/ CHANNEL DROP WALL	1973	35.49291111	-97.36218611	35	0	—	3	30	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	17000	2022	5	Unmatched
Raw data OBJECTID 18007 BRKEY 18422 NBI No. 18422 On Under 1 Structure No. 5504 0588 X Control No. 004 Lane Ind. Milepoint 05880 Facility Carried U.S. 62 Feature Intersected SILVER CREEK Division 04 County 109 Location 5.8 MI E OF JCT I-35 Sufficiency 67 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 90 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 1973 ADT Total 17000 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 5 Fill RCB FG Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 35 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 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 67.9 HS Inv. Rating Method 1 HS Inv. Method 40.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27200 Future ADT Year 2042 Bypass Detour 17.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18422 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 5ft.X 90ft. R.C.BOX SK.60 DEG. W/ CHANNEL DROP WALL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5504 0588 X H Index 97.9246 Latitude 35:29:34.48 Longitude -97:21:43.87 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18422 Vault Link http://plansrv1/bridgemaintvault/b18422 GIS FO/SD Meets Standards H Inv. Method 24.4 Latitude DD 35.49291111 Longitude DD -97.36218611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 18007 x -10838308.9802851 y 4231069.19355409
17511	5032 0922WX	17511	Murray	I-35 SB	COLBERT CREEK	5032 0922WX	50ft. - 60ft. - 50ft. CONTINUOUS PLATE GIRDER SPANS	1969	34.49825556	-97.1691	162.073	39.8	—	3	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14750	2022	5	Unmatched
Raw data OBJECTID 18006 BRKEY 17511 NBI No. 17511 On Under 1 Structure No. 5032 0922WX Control No. 032 Lane Ind. W Milepoint 09220 Facility Carried I-35 SB Feature Intersected COLBERT CREEK Division 07 County 099 Location 9.2 MI N CARTER C/L Sufficiency 97.3 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1969 ADT Total 14750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 39.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23600 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 17511 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. - 60ft. - 50ft. CONTINUOUS PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0922WX H Index 99.1329 Latitude 34:29:53.72 Longitude -97:10:08.76 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 115 NBI Text 17511 Vault Link http://plansrv1/bridgemaintvault/b17511 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.49825556 Longitude DD -97.1691 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18006 x -10816814.7328407 y 4095903.41131237
17510	5032 0922EX	17510	Murray	I-35 NB	COLBERT CREEK	5032 0922EX	50ft. - 60ft. - 50ft. CONTINUOUS PLATE GIRDER SPANS	1969	34.49848889	-97.16856944	162.073	39.8	—	3	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.7	Good (7)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15150	2022	5	Unmatched
Raw data OBJECTID 18005 BRKEY 17510 NBI No. 17510 On Under 1 Structure No. 5032 0922EX Control No. 032 Lane Ind. E Milepoint 09220 Facility Carried I-35 NB Feature Intersected COLBERT CREEK Division 07 County 099 Location 9.2 MI N CARTER C/L Sufficiency 96.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1969 ADT Total 15150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.073 Deck Width 39.8 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 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24240 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 17510 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. - 60ft. - 50ft. CONTINUOUS PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5032 0922EX H Index 95.0821 Latitude 34:29:54.56 Longitude -97:10:06.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 114 NBI Text 17510 Vault Link http://plansrv1/bridgemaintvault/b17510 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.49848889 Longitude DD -97.16856944 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 18005 x -10816755.6711716 y 4095934.9279296
17509	7717 0528 X	17509	Woodward	S.H. 50	N. CANADIAN RIVER O'FLOW	7717 0528 X	4-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1969	36.387653	-99.228811	160.105	32.1	—	4	0	2	30	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	490	2022	5	Unmatched
Raw data OBJECTID 18004 BRKEY 17509 NBI No. 17509 On Under 1 Structure No. 7717 0528 X Control No. 017 Lane Ind. Milepoint 05280 Facility Carried S.H. 50 Feature Intersected N. CANADIAN RIVER O'FLOW Division 06 County 153 Location 5.3 MI N JCT US 183 Sufficiency 93.7 Kind Hwy 3 Level Service 1 Route No. 00050 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 490 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 02 Length 160.105 Deck Width 32.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.8 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 784 Future ADT Year 2042 Bypass Detour 18.019764 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 17509 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7717 0528 X H Index 78.7069 Latitude 36:23:15.55 Longitude -99:13:43.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 50 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 17509 Vault Link http://plansrv1/bridgemaintvault/b17509 GIS FO/SD Meets Standards H Inv. Method 23.9 Latitude DD 36.387653 Longitude DD -99.228811 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 18004 x -11046100.712542 y 4354093.76940637
17508	5032 0508EXF	17508	Murray	I-35 FRONTAGE RD.	HONEY CREEK	5032 0508EXF	50ft. - 60ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS WITH (2) 18ft. SAFETY CURBS	1969	34.4478	-97.13163889	162.073	32.799	—	3	0	2	27.999	1 - Concrete	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.4	Fair (5)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	500	2022	5	Unmatched
Raw data OBJECTID 18003 BRKEY 17508 NBI No. 17508 On Under 1 Structure No. 5032 0508EXF Control No. 032 Lane Ind. E Milepoint 05080 Facility Carried I-35 FRONTAGE RD. Feature Intersected HONEY CREEK Division 07 County 099 Location 5.1 MI N CARTER C/L Sufficiency 80.4 Kind Hwy 2 Level Service 8 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1969 ADT Total 500 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 27.999 Span Type Main M Material 1 - Concrete Design 07 Length 162.073 Deck Width 32.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36.4 HS Inv. Rating Method 1 HS Inv. Method 21.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 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 -1 Min Measured Clearance -1 NBI Rating 17508 ODOT County 50 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 50ft. - 60ft. - 50ft. CONTINUOUS CONCRETE RIGID FRAME SPANS WITH (2) 18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 5032 0508EXF H Index 90.1862 Latitude 34:26:52.08 Longitude -97:07:53.9 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 FRONTAGE RD. Scour 8 Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID 104 NBI Text 17508 Vault Link http://plansrv1/bridgemaintvault/b17508 GIS FO/SD Meets Standards H Inv. Method 16.2 Latitude DD 34.4478 Longitude DD -97.13163889 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 18003 x -10812644.5811509 y 4089090.29013987
17507	0703 0388EX	17507	Bryan	U.S. 69 NB	U.S. 70 UNDER	0703 0388EX	(2) 83ft. CONTINUOUS PLATE GIRDER SK 12 DEG.	1969	33.99801667	-96.404075	167.979	47.799	—	2	12	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	10100	2022	5	Unmatched
Raw data OBJECTID 18002 BRKEY 17507 NBI No. 17507 On Under 1 Structure No. 0703 0388EX Control No. 003 Lane Ind. E Milepoint 03880 Facility Carried U.S. 69 NB Feature Intersected U.S. 70 UNDER Division 02 County 013 Location JCT US-70 & US-69 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 46.001 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 1969 ADT Total 10100 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.979 Deck Width 47.799 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 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16160 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 1807 Min Measured Clearance 1610 NBI Rating 17507 ODOT County 07 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 0 Rt. Curb SW 0 Description (2) 83ft. CONTINUOUS PLATE GIRDER SK 12 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0388EX H Index 80.4036 Latitude 33:59:52.86 Longitude -96:24:14.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 015 NBI Text 17507 Vault Link http://plansrv1/bridgemaintvault/b17507 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.99801667 Longitude DD -96.404075 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 18002 x -10731652.5393966 y 4028535.71648141
17326	7209 0841 X	17326	Tulsa	PEDESTRIAN	I-244 UNDER	7209 0841 X	2-100ft.CONPLT GRDR	1968	36.16015	-95.95395	202.1	8.858	—	2	0	2	60	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	K	62600	2022	5	Unmatched
Raw data OBJECTID 17995 BRKEY 17326 NBI No. 17326 On Under 2 Structure No. 7209 0841 X Control No. 009 Lane Ind. Milepoint 08410 Facility Carried PEDESTRIAN Feature Intersected I-244 UNDER Division 08 County 143 Location 8.4 MI N JCT I-44 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 3 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System K Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 62600 ADT Year 2022 Design Load Pedestrian Skew 0 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 14.108 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 4 - Steel Continuous Design 02 Length 202.1 Deck Width 8.858 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 5 Bridge Posting 0 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 100160 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1511 Max Measured Clearance 2101 Min Measured Clearance 1603 NBI Rating 17326 ODOT County 72 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 2-100ft.CONPLT GRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0841 X H Index -1 Latitude 36:09:36.54 Longitude -95:57:14.22 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-244 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17326 Vault Link http://plansrv1/bridgemaintvault/b17326 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.16015 Longitude DD -95.95395 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17995 x -10681544.8536032 y 4322680.19983536
17325	6203 0121 X	17325	Pontotoc	SANDY CREEK DR.	S.H. 1 UNDER	6203 0121 X	98ft.-102ft. CONT PLATE	1968	34.77984722	-96.70027778	202.1	37.73	—	2	8	2	27.887	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	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)	B	500	2022	5	Unmatched
Raw data OBJECTID 17994 BRKEY 17325 NBI No. 17325 On Under 1 Structure No. 6203 0121 X Control No. Lane Ind. Milepoint Facility Carried SANDY CREEK DR. Feature Intersected S.H. 1 UNDER Division 03 County 123 Location IN ADA Sufficiency 93.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 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 1968 ADT Total 500 ADT Year 2022 Design Load H 20 Skew 8 No. Main Spans 2 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.95 Span Type Main M Material 4 - Steel Continuous Design 03 Length 202.1 Deck Width 37.73 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 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 59.525 HS Inv. Rating Method 1 HS Inv. Method 35.715 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17325 ODOT County 62 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 3.937 Rt. Curb SW 3.937 Description 98ft.-102ft. CONT PLATE Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6203 0121 X H Index 95.8186 Latitude 34:46:47.45 Longitude -96:42:01 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17325 Vault Link http://plansrv1/bridgemaintvault/b17325 GIS FO/SD Meets Standards H Inv. Method 19.842 Latitude DD 34.77984722 Longitude DD -96.70027778 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17994 x -10764625.6820377 y 4134003.36182739
17324	5163T1900 X	17324	Muskogee	MUSKOGEE TP	COODY CREEK	5163T1875 X	59ft.-69ft.-59ft. PC BEAM SPANS	1968	35.717631	-95.309594	189.961	72.999	—	3	30	4	68.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.2	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	P	6700	2022	5	Unmatched
Raw data OBJECTID 17993 BRKEY 17324 NBI No. 17324 On Under 1 Structure No. 5163T1900 X Control No. 063 Lane Ind. Milepoint 19000 Facility Carried MUSKOGEE TP Feature Intersected COODY CREEK Division 01 County 101 Location 2.6 MI'S S. JCT US 62 Sufficiency 70.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 68.999 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 6700 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 68.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 82.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 189.961 Deck Width 72.999 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 7 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 48.6 HS Inv. Rating Method 1 HS Inv. Method 29.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10720 Future ADT Year 2042 Bypass Detour 99.897848 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 17324 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 59ft.-69ft.-59ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5163T1875 X H Index 93.6014 Latitude 35:43:03.47 Longitude -95:18:34.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name MUSKOGEE TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 37.70 NBI Text 17324 Vault Link http://plansrv1/bridgemaintvault/b17324 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.717631 Longitude DD -95.309594 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17993 x -10609815.4717936 y 4261837.07035543
17323	0323T0350 X	17323	Atoka	IND. NATION TP	BUCK CREEK (NORTH)	0323T0350 X	64'-65'-64' CONT. WEATHERING STEEL BEAM SPANS	1968	34.54596389	-95.76984444	195.18	74	—	3	30	4	71	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.6	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 17992 BRKEY 17323 NBI No. 17323 On Under 1 Structure No. 0323T0350 X Control No. 023 Lane Ind. Milepoint 03500 Facility Carried IND. NATION TP Feature Intersected BUCK CREEK (NORTH) Division 02 County 005 Location 64.4 MI'S S. JCT I-40 Sufficiency 94.6 Kind Hwy 8 Level Service 1 Route No. 00375 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 35 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 71 Ref. Underclearance Rt. N Underclearance Right 1.6 Underclearance Left 14 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 84 Span Type Main M Material 3 - Steel Design 02 Length 195.18 Deck Width 74 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 9 Super Rating 9 Sub Rating 9 Chan. Rating 8 Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17323 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 64'-65'-64' CONT. WEATHERING STEEL BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0323T0350 X H Index 88.6357 Latitude 34:32:45.47 Longitude -95:46:11.44 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 64.49 NBI Text 17323 Vault Link http://plansrv1/bridgemaintvault/b17323 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 34.54596389 Longitude DD -95.76984444 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17992 x -10661050.3164118 y 4102349.3617689
17322	6425T1350 X	17322	Pushmataha	CO. RD. E1860	IND. NATION TP UNDER	6425T1350 X	98ft.,97ft. PC BM SPANS	1968	34.31611111	-95.72055556	196.85	28.999	—	2	41	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.9	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 17991 BRKEY 17322 NBI No. 17322 On Under 1 Structure No. 6425T1350 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1860 Feature Intersected IND. NATION TP UNDER Division 02 County 127 Location 81.4 MI'S S. JCT I-40 Sufficiency 91.9 Kind Hwy 4 Level Service 1 Route No. 6421C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.201 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 41 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 196.85 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 8 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 99.869 HS Inv. Rating Method 1 HS Inv. Method 36.156 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 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1609 Min Measured Clearance 1608 NBI Rating 17322 ODOT County 64 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 98ft.,97ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T1350 X H Index 98.436 Latitude 34:18:58 Longitude -95:43:14 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 6420C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 81.40 NBI Text 17322 Vault Link http://plansrv1/bridgemaintvault/b17322 GIS FO/SD Meets Standards H Inv. Method 32.077 Latitude DD 34.31611111 Longitude DD -95.72055556 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17991 x -10655563.5033884 y 4071327.41670075
17321	6203 0092EX	17321	Pontotoc	S.H. 1 NB	S.H. 19 UNDER	6203 0092EX	92 ft.-96 ft. CONT. PLATE GIRDER SPANS , 43 ft. CLR. RDWY., 4 26'30'' SKEW	1968	34.776072	-96.70245	189.961	45	—	2	4	3	43	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Good (7)	Excellent (9)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	4600	2022	5	Unmatched
Raw data OBJECTID 17990 BRKEY 17321 NBI No. 17321 On Under 1 Structure No. 6203 0092EX Control No. 003 Lane Ind. E Milepoint 00920 Facility Carried S.H. 1 NB Feature Intersected S.H. 19 UNDER Division 03 County 123 Location 0.1 MI W ADA Sufficiency 77 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System B 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 1968 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 2 Road Width 43 Ref. Underclearance Rt. H Underclearance Right 0.984 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 189.961 Deck Width 45 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 9 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.4 HS Inv. Rating Method 1 HS Inv. Method 37.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 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 17321 ODOT County 62 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 0 Rt. Curb SW 0 Description 92 ft.-96 ft. CONT. PLATE GIRDER SPANS , 43 ft. CLR. RDWY., 4 26'30'' SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6203 0092EX H Index 90.764 Latitude 34:46:33.86 Longitude -96:42:08.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 1 NB Scour N Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17321 Vault Link http://plansrv1/bridgemaintvault/b17321 GIS FO/SD FO H Inv. Method 20.7 Latitude DD 34.776072 Longitude DD -96.70245 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17990 x -10764867.492462 y 4133491.70905339
17598	2546R2022WX	17598	Garvin	I-35	WASHITA RIVER	2546 2022WX	2(4-90ft.) CONT. PLATE	1969	34.778775	-97.29272222	723.999	40	—	8	0	2	37.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66.7	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15450	2015	5	Unmatched
Raw data OBJECTID 17989 BRKEY 17598 NBI No. 17598 On Under 1 Structure No. 2546R2022WX Control No. 046 Lane Ind. W Milepoint 20220 Facility Carried I-35 Feature Intersected WASHITA RIVER Division 03 County 049 Location 3.3 MI N JCT SH 19 Sufficiency 66.7 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1969 ADT Total 15450 ADT Year 2015 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 723.999 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating 5 Culv. Rating N Structure Rating 4 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 55.556 HS Inv. Rating Method 1 HS Inv. Method 33.29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24720 Future ADT Year 2035 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17598 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2(4-90ft.) CONT. PLATE Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2546 2022WX H Index 63.0741 Latitude 34:46:43.59 Longitude -97:17:33.8 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 4 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17598 Vault Link http://plansrv1/bridgemaintvault/b17598 GIS FO/SD SD H Inv. Method 23.7 Latitude DD 34.778775 Longitude DD -97.29272222 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17989 x -10830576.2954218 y 4133858.04226349
17597	2002 1198SX	17597	Custer	I-40 EB	WASHITA RIV.& CO. RD UND	2002 1198SX	2(3-100ft. CONT.) PLATE GIRDER SPANS	1969	35.502431	-98.943019	603	40	—	6	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.9	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	9950	2022	5	Unmatched
Raw data OBJECTID 17988 BRKEY 17597 NBI No. 17597 On Under 1 Structure No. 2002 1198SX Control No. 002 Lane Ind. S Milepoint 11980 Facility Carried I-40 EB Feature Intersected WASHITA RIV.& CO. RD UND Division 05 County 039 Location 1.3 MI E JCT US 183 Sufficiency 79.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 38 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 1969 ADT Total 9950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 20 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 603 Deck Width 40 Bridge Open Closed A TSF Rail 0 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 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 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 15920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1207 Max Measured Clearance 1504 Min Measured Clearance 1502 NBI Rating 17597 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2(3-100ft. CONT.) PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 1198SX H Index 94.6381 Latitude 35:30:08.75 Longitude -98:56:34.87 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17597 Vault Link http://plansrv1/bridgemaintvault/b17597 GIS FO/SD Meets Standards H Inv. Method 24.4 Latitude DD 35.502431 Longitude DD -98.943019 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17988 x -11014286.4926292 y 4232370.87441069
17596	2002 1198NX	17596	Custer	I-40 WB	WASHITA RIV.& CO. RD UND	2002 1198NX	2(3-100ft. CONT.) PLATE GIRDER SPANS	1969	35.502686	-98.9432	603	40	—	6	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.9	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	9750	2022	5	Unmatched
Raw data OBJECTID 17987 BRKEY 17596 NBI No. 17596 On Under 1 Structure No. 2002 1198NX Control No. 002 Lane Ind. N Milepoint 11980 Facility Carried I-40 WB Feature Intersected WASHITA RIV.& CO. RD UND Division 05 County 039 Location 1.3 MI E JCT US 183 Sufficiency 77.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 38 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 1969 ADT Total 9750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 2.999 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 603 Deck Width 40 Bridge Open Closed A TSF Rail 0 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 6 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 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 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15600 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1207 Max Measured Clearance 1501 Min Measured Clearance 1500 NBI Rating 17596 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2(3-100ft. CONT.) PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2002 1198NX H Index 94.9503 Latitude 35:30:09.67 Longitude -98:56:35.52 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17596 Vault Link http://plansrv1/bridgemaintvault/b17596 GIS FO/SD FO H Inv. Method 24 Latitude DD 35.502686 Longitude DD -98.9432 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17987 x -11014306.641457 y 4232405.74338656
17595	7333T0070 X	17595	Wagoner	MUSKOGEE TP	S.H. 16/ R.R. UNDER	7333T0070 X	67ft.,78ft.,2-85ft.,100ft.,72ft.,66ft. PC. BEAM SPANS, SK49RF	1969	35.819714	-95.330214	561.024	73.999	—	7	41	4	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.6	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	P	18400	2022	5	Unmatched
Raw data OBJECTID 17986 BRKEY 17595 NBI No. 17595 On Under 1 Structure No. 7333T0070 X Control No. 033 Lane Ind. Milepoint 00700 Facility Carried MUSKOGEE TP Feature Intersected S.H. 16/ R.R. UNDER Division 01 County 145 Location 0.2 MI N MUSKOGEE CO Sufficiency 62.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 40 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 18400 ADT Year 2022 Design Load HS 20 Skew 41 No. Main Spans 7 Road Width 40 Ref. Underclearance Rt. R Underclearance Right 7.999 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 561.024 Deck Width 73.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 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 7 HS Operating Rating Method 1 HS Operating Rating 57.5 HS Inv. Rating Method 1 HS Inv. Method 34.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 29440 Future ADT Year 2042 Bypass Detour 18 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 2608 Min Measured Clearance 2211 NBI Rating 17595 ODOT County 73 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 2.598 Rt. Curb SW 2.598 Description 67ft.,78ft.,2-85ft.,100ft.,72ft.,66ft. PC. BEAM SPANS, SK49RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7333T0070 X H Index 92.1291 Latitude 35:49:10.97 Longitude -95:19:48.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name MUSKOGEE TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.35 NBI Text 17595 Vault Link http://plansrv1/bridgemaintvault/b17595 GIS FO/SD FO H Inv. Method 29.6 Latitude DD 35.819714 Longitude DD -95.330214 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17986 x -10612110.8796938 y 4275842.56857809
17594	6722 0058 X	17594	Seminole	S.H. 56	WEWOKA CREEK	6722 0058 X	8-65ft. PRESTRESSED CO	1969	35.16718333	-96.49331667	523.95	45.801	—	8	45	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.8	Good (7)	Very good (8)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1900	2022	5	Unmatched
Raw data OBJECTID 17985 BRKEY 17594 NBI No. 17594 On Under 1 Structure No. 6722 0058 X Control No. 022 Lane Ind. Milepoint 00580 Facility Carried S.H. 56 Feature Intersected WEWOKA CREEK Division 03 County 133 Location 0.5 MI N JCT US 270BU Sufficiency 99.8 Kind Hwy 3 Level Service 1 Route No. 00056 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 1969 ADT Total 1900 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 8 Road Width 43.999 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 523.95 Deck Width 45.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.9 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3040 Future ADT Year 2042 Bypass Detour 1.242742 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 17594 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 8-65ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6722 0058 X H Index 94.314 Latitude 35:10:01.86 Longitude -96:29:35.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17594 Vault Link http://plansrv1/bridgemaintvault/b17594 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 35.16718333 Longitude DD -96.49331667 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17985 x -10741586.8766585 y 4186623.96435107
17506	0703 0388WX	17506	Bryan	U.S. 69 SB	U.S. 70 UNDER	0703 0388WX	(2) 83ft. CONTINUOUS PLATE GIRDER SK 12 DEG.	1969	33.99771389	-96.40473611	167.979	47.799	—	2	12	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.7	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	10050	2022	5	Unmatched
Raw data OBJECTID 17984 BRKEY 17506 NBI No. 17506 On Under 1 Structure No. 0703 0388WX Control No. 003 Lane Ind. W Milepoint 03880 Facility Carried U.S. 69 SB Feature Intersected U.S. 70 UNDER Division 02 County 013 Location JCT US-70 & US-69 Sufficiency 78.7 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.001 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 1969 ADT Total 10050 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 167.979 Deck Width 47.799 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16080 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 1804 Min Measured Clearance 1604 NBI Rating 17506 ODOT County 07 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 0 Rt. Curb SW 0 Description (2) 83ft. CONTINUOUS PLATE GIRDER SK 12 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0703 0388WX H Index 90.1076 Latitude 33:59:51.77 Longitude -96:24:17.05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 016 NBI Text 17506 Vault Link http://plansrv1/bridgemaintvault/b17506 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 33.99771389 Longitude DD -96.40473611 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17984 x -10731726.1338251 y 4028495.06154665
17505	2002 1072 X	17505	Custer	U.S. 183 NB	I-40 UNDER	2002 1072 X	78ft.-82ft. PLATE GIRDER SPANS	1969	35.50027778	-98.96472222	163.058	41.001	—	2	0	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.1	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	3700	2022	5	Unmatched
Raw data OBJECTID 17983 BRKEY 17505 NBI No. 17505 On Under 1 Structure No. 2002 1072 X Control No. Lane Ind. Milepoint Facility Carried U.S. 183 NB Feature Intersected I-40 UNDER Division 05 County 039 Location SOUTH EDGE CLINTON Sufficiency 85.1 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 12.5 Underclearance Left 13.901 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34.003 Span Type Main M Material 4 - Steel Continuous Design 02 Length 163.058 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 0.1 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 1903 Min Measured Clearance 1705 NBI Rating 17505 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 6 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 78ft.-82ft. PLATE GIRDER SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2002 1072 X H Index 59.9653 Latitude 35:30:01 Longitude -98:57:53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 183 NB 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 17505 Vault Link http://plansrv1/bridgemaintvault/b17505 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.50027778 Longitude DD -98.96472222 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17983 x -11016702.4840282 y 4232076.44519238
17504	2002R1071 X	17504	Custer	U.S. 183 SB	I-40 UNDER	2002 1071 X	78ft.-82ft. PLATE GIRDER SPANS	1969	35.50027778	-98.96472222	163.058	41.001	—	2	0	2	38.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.1	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	3600	2022	5	Unmatched
Raw data OBJECTID 17982 BRKEY 17504 NBI No. 17504 On Under 1 Structure No. 2002R1071 X Control No. Lane Ind. Milepoint Facility Carried U.S. 183 SB Feature Intersected I-40 UNDER Division 05 County 039 Location SOUTH EDGE CLINTON Sufficiency 85.1 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1969 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 12.5 Underclearance Left 17.3 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34.003 Span Type Main M Material 4 - Steel Continuous Design 02 Length 163.058 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 0.1 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 1902 Min Measured Clearance 1607 NBI Rating 17504 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 6 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 78ft.-82ft. PLATE GIRDER SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2002 1071 X H Index 66.7101 Latitude 35:30:01 Longitude -98:57:53 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 183 SB 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 17504 Vault Link http://plansrv1/bridgemaintvault/b17504 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.50027778 Longitude DD -98.96472222 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17982 x -11016702.4840282 y 4232076.44519238
17503	4456 0110 X	17503	McClain	S.H. 24	FINN CREEK	4456 0110 X	54ft.-55ft.-54ft. CONT. I-	1969	34.855333	-97.424217	165.026	33.793	—	3	0	2	32.152	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.4	Satisfactory (6)	Poor (4)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	300	2022	5	Unmatched
Raw data OBJECTID 17981 BRKEY 17503 NBI No. 17503 On Under 1 Structure No. 4456 0110 X Control No. 056 Lane Ind. Milepoint 01100 Facility Carried S.H. 24 Feature Intersected FINN CREEK Division 03 County 087 Location 1.1 MI W SH 74 Sufficiency 84.4 Kind Hwy 3 Level Service 1 Route No. 00024 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 165.026 Deck Width 33.793 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 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.4 HS Inv. Rating Method 1 HS Inv. Method 25.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 9.941939 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 17503 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 54ft.-55ft.-54ft. CONT. I- Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4456 0110 X H Index 95.2873 Latitude 34:51:19.2 Longitude -97:25:27.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 24 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17503 Vault Link http://plansrv1/bridgemaintvault/b17503 GIS FO/SD SD H Inv. Method 19.9 Latitude DD 34.855333 Longitude DD -97.424217 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17981 x -10845214.2273734 y 4144238.81412414
17502	2004R1282 X	17502	Custer	WASHINGTON ST.	I-40 UNDER	2004 1282 X	2-81ft. CONT. I-BEAM SPANS	1969	35.52332778	-98.69327778	164.042	33.002	—	2	0	2	28.002	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.8	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	2450	2014	5	Unmatched
Raw data OBJECTID 17980 BRKEY 17502 NBI No. 17502 On Under 1 Structure No. 2004R1282 X Control No. Lane Ind. Milepoint Facility Carried WASHINGTON ST. Feature Intersected I-40 UNDER Division 05 County 039 Location 2.0 MI E JCT S.H. 54 Sufficiency 74.8 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.002 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 1969 ADT Total 2450 ADT Year 2014 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 28.002 Ref. Underclearance Rt. H Underclearance Right 10.4 Underclearance Left 13.1 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 28.002 Span Type Main M Material 4 - Steel Continuous Design 02 Length 164.042 Deck Width 33.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 58.423 HS Inv. Rating Method 1 HS Inv. Method 35.054 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3920 Future ADT Year 2034 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1805 Min Measured Clearance 1603 NBI Rating 17502 ODOT County 20 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-81ft. CONT. I-BEAM SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2004 1282 X H Index 76.674 Latitude 35:31:23.98 Longitude -98:41:35.8 I257A 0 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name WASHINGTON ST. 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 17502 Vault Link http://plansrv1/bridgemaintvault/b17502 GIS FO/SD Meets Standards H Inv. Method 21.054 Latitude DD 35.52332778 Longitude DD -98.69327778 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17980 x -10986485.4271887 y 4235228.69002271
17501	2431 0000SX	17501	Garfield	U.S. 64 / U.S. 412	U.S. 64 UNDER	2431 0000SX	2-80ft. CONT. PLATE GIRDER SPANS SK. 61 DEG. 59ft.05ft.	1969	36.39194444	-97.83694444	162.165	48.999	—	2	28	3	46.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4650	2022	5	Unmatched
Raw data OBJECTID 17979 BRKEY 17501 NBI No. 17501 On Under 1 Structure No. 2431 0000SX Control No. 031 Lane Ind. S Milepoint 00000 Facility Carried U.S. 64 / U.S. 412 Feature Intersected U.S. 64 UNDER Division 04 County 047 Location 3.1 MI E JCT US 81 Sufficiency 96 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 46.001 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 1969 ADT Total 4650 ADT Year 2022 Design Load HS 20 Skew 28 No. Main Spans 2 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 11.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 46.099 Span Type Main M Material 4 - Steel Continuous Design 02 Length 162.165 Deck Width 48.999 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1505 Max Measured Clearance 1702 Min Measured Clearance 1610 NBI Rating 17501 ODOT County 24 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. CONT. PLATE GIRDER SPANS SK. 61 DEG. 59ft.05ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 0000SX H Index 84.9335 Latitude 36:23:31 Longitude -97:50:13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64, 412 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17501 Vault Link http://plansrv1/bridgemaintvault/b17501 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.39194444 Longitude DD -97.83694444 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17979 x -10891158.8358306 y 4354687.21195032
17413	3630 0930 X	17413	Kay	U.S. 60	BOIS D'ARC CREEK O'FLOW	3630 0930 X	3-10ft.X7ft.X124ft. R.C.BOX W/ 6ft. ADDft.L CURTAIN WALLS	1969	36.68149444	-97.11771944	31.581	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 17977 BRKEY 17413 NBI No. 17413 On Under 1 Structure No. 3630 0930 X Control No. 030 Lane Ind. Milepoint 09300 Facility Carried U.S. 60 Feature Intersected BOIS D'ARC CREEK O'FLOW Division 04 County 071 Location 12.8 MI E JCT I 35 Sufficiency 84.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 2400 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 6 Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 31.581 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 99.99 HS Inv. Rating Method 3 HS Inv. Method 99.98 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3840 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17413 ODOT County 36 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.X7ft.X124ft. R.C.BOX W/ 6ft. ADDft.L CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0930 X H Index 98.8921 Latitude 36:40:53.38 Longitude -97:07:03.79 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17413 Vault Link http://plansrv1/bridgemaintvault/b17413 GIS FO/SD Meets Standards H Inv. Method 99.96 Latitude DD 36.68149444 Longitude DD -97.11771944 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17977 x -10811095.0750648 y 4394803.71952805
17412	3630 0856 X	17412	Kay	U.S. 60	CREEK	3630 0856 X	3-10ft. X 6ft. X 196ft. R.C. BOX W/ 3ft. ADDITIONAL CURTAIN WALLS	1969	36.68813333	-97.13313333	31.66	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2022	5	Unmatched
Raw data OBJECTID 17976 BRKEY 17412 NBI No. 17412 On Under 1 Structure No. 3630 0856 X Control No. 030 Lane Ind. Milepoint 08560 Facility Carried U.S. 60 Feature Intersected CREEK Division 04 County 071 Location 12.1 MI E JCT I 35 Sufficiency 84.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 2400 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 10 Appr. Roadway Width 77.999 Span Type Main M Material 1 - Concrete Design 19 Length 31.66 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 105.7 HS Inv. Rating Method 1 HS Inv. Method 63.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17412 ODOT County 36 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 6ft. X 196ft. R.C. BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3630 0856 X H Index 96.3031 Latitude 36:41:17.28 Longitude -97:07:59.28 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17412 Vault Link http://plansrv1/bridgemaintvault/b17412 GIS FO/SD Meets Standards H Inv. Method 55.4 Latitude DD 36.68813333 Longitude DD -97.13313333 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17976 x -10812810.9414507 y 4395725.28893531
17411	1002 0808 X	17411	Carter	U.S. 70	CREEK	1002 0808 X	(3) 10ft. X 6ft. X 145ft. RCB	1969	34.17273333	-97.42128056	33.136	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	58.8	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	9000	2022	5	Unmatched
Raw data OBJECTID 17975 BRKEY 17411 NBI No. 17411 On Under 1 Structure No. 1002 0808 X Control No. 002 Lane Ind. Milepoint 08080 Facility Carried U.S. 70 Feature Intersected CREEK Division 07 County 019 Location 8.1 MI E JEFFERSON C/L Sufficiency 58.8 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 61.001 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 1969 ADT Total 9000 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 4 Fill RCB 7 Appr. Roadway Width 61.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 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. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 157 HS Inv. Rating Method 1 HS Inv. Method 94.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14400 Future ADT Year 2042 Bypass Detour 44.117354 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 17411 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 6ft. X 145ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1002 0808 X H Index 98.4913 Latitude 34:10:21.84 Longitude -97:25:16.61 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 003 NBI Text 17411 Vault Link http://plansrv1/bridgemaintvault/b17411 GIS FO/SD Meets Standards H Inv. Method 52.4 Latitude DD 34.17273333 Longitude DD -97.42128056 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17975 x -10844887.3443678 y 4052019.54153036
17410	3602 0773 X	17410	Kay	U.S. 60	CREEK	3602 0773 X	2-10ft.X 4ft.X 217ft. R.C. BOX SK. 45 DEG.	1969	36.69489167	-97.32429444	30.84	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4500	2022	5	Unmatched
Raw data OBJECTID 17974 BRKEY 17410 NBI No. 17410 On Under 1 Structure No. 3602 0773 X Control No. 002 Lane Ind. Milepoint 07730 Facility Carried U.S. 60 Feature Intersected CREEK Division 04 County 071 Location 1.2 MI E JCT I 35 Sufficiency 68.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1969 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 45 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 4 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 118.6 HS Inv. Rating Method 1 HS Inv. Method 71.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17410 ODOT County 36 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 2-10ft.X 4ft.X 217ft. R.C. BOX SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3602 0773 X H Index 99.2751 Latitude 36:41:41.61 Longitude -97:19:27.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17410 Vault Link http://plansrv1/bridgemaintvault/b17410 GIS FO/SD Meets Standards H Inv. Method 39.5 Latitude DD 36.69489167 Longitude DD -97.32429444 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17974 x -10834090.8988754 y 4396663.52137118
17409	5032 0597EXF	17409	Murray	I-35 FRONTAGE RD.	CREEK	5032 0597EXF	(3) 10ft. X 6ft. X 52ft. RCB WITH 3ft. ADDITIONAL CURTAIN WALLS	1969	34.45811944	-97.14106389	34.121	52	—	3	0	2	50	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	A	500	2022	5	Unmatched
Raw data OBJECTID 17973 BRKEY 17409 NBI No. 17409 On Under 1 Structure No. 5032 0597EXF Control No. 032 Lane Ind. E Milepoint 05970 Facility Carried I-35 FRONTAGE RD. Feature Intersected CREEK Division 07 County 099 Location 6.0 MI N CARTER C/L Sufficiency 95.2 Kind Hwy 2 Level Service 8 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 26 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1969 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 50 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 52 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 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 48.9 HS Inv. Rating Method 1 HS Inv. Method 29.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 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 -1 Min Measured Clearance -1 NBI Rating 17409 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 6ft. X 52ft. RCB WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. F Alt. Structure Name 5032 0597EXF H Index 98.02 Latitude 34:27:29.23 Longitude -97:08:27.83 I257A C I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 FRONTAGE RD. Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 8 - Service and/or unclassified frontage road Historical Significance 5 Local Bridge ID 111 NBI Text 17409 Vault Link http://plansrv1/bridgemaintvault/b17409 GIS FO/SD Meets Standards H Inv. Method 16.3 Latitude DD 34.45811944 Longitude DD -97.14106389 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17973 x -10813693.7673516 y 4090483.4109719
17320	6203 0092WX	17320	Pontotoc	S.H. 1 SB	S.H. 19 UNDER	6203 0092WX	92 ft.-96 ft. CONT. PLATE GIRDER SPANS, 43 ft. CLR. RDWY, 4 26'30'' SKEW	1968	34.776111	-96.702547	189.961	45	—	2	4	3	43	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	4600	2022	5	Unmatched
Raw data OBJECTID 17972 BRKEY 17320 NBI No. 17320 On Under 1 Structure No. 6203 0092WX Control No. 003 Lane Ind. W Milepoint 00920 Facility Carried S.H. 1 SB Feature Intersected S.H. 19 UNDER Division 03 County 123 Location 0.2 MI W ADA Sufficiency 77 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.999 Bridge System B 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 1968 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 4 No. Main Spans 2 Road Width 43 Ref. Underclearance Rt. H Underclearance Right 0.984 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 3 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 189.961 Deck Width 45 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 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.4 HS Inv. Rating Method 1 HS Inv. Method 37.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 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 17320 ODOT County 62 Nav. Control N 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 92 ft.-96 ft. CONT. PLATE GIRDER SPANS, 43 ft. CLR. RDWY, 4 26'30'' SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6203 0092WX H Index 95.2905 Latitude 34:46:34 Longitude -96:42:09.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 1 SB Scour N Design Structure 3 - Girder and Floorbeam System FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17320 Vault Link http://plansrv1/bridgemaintvault/b17320 GIS FO/SD FO H Inv. Method 20.7 Latitude DD 34.776111 Longitude DD -96.702547 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17972 x -10764878.2904526 y 4133496.99457487
17319	6425T1220 X	17319	Pushmataha	CO. RD. E1870	IND. NATION TP UNDER	6425T1220 X	95ft.,96ft. PC BM SPANS	1968	34.30166667	-95.70527778	192.913	22.999	—	2	41	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	2500	2022	5	Unmatched
Raw data OBJECTID 17971 BRKEY 17319 NBI No. 17319 On Under 1 Structure No. 6425T1220 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1870 Feature Intersected IND. NATION TP UNDER Division 02 County 127 Location 82.72 MI'S S. JCT I-40 Sufficiency 75 Kind Hwy 4 Level Service 1 Route No. E1870 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 2500 ADT Year 2022 Design Load H 20 Skew 41 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 18.002 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 192.913 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 98.4 HS Inv. Rating Method 1 HS Inv. Method 39.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1609 Min Measured Clearance 1606 NBI Rating 17319 ODOT County 64 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 0 Rt. Curb SW 0 Description 95ft.,96ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T1220 X H Index 100 Latitude 34:18:06 Longitude -95:42:19 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E1870 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 82.72 NBI Text 17319 Vault Link http://plansrv1/bridgemaintvault/b17319 GIS FO/SD FO H Inv. Method 35.3 Latitude DD 34.30166667 Longitude DD -95.70527778 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17971 x -10653862.7886984 y 4069380.77435762
17318	7329T1080 X	17318	Wagoner	CO. RD. N4160	MUSKOGEE TP UNDER	7329T1080 X	2-95ft. PC BEAM SPANS	1968	35.97414167	-95.60086111	191.929	22.999	—	2	49	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	5000	2022	5	Unmatched
Raw data OBJECTID 17970 BRKEY 17318 NBI No. 17318 On Under 1 Structure No. 7329T1080 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4160 Feature Intersected MUSKOGEE TP UNDER Division 01 County 145 Location 10.96 MI'S SE JCT SH51 Sufficiency 74.1 Kind Hwy 4 Level Service 1 Route No. N4160 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.801 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 49 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 191.929 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 74.5 HS Inv. Rating Method 1 HS Inv. Method 44.6 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 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1605 Min Measured Clearance 1603 NBI Rating 17318 ODOT County 73 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 2-95ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7329T1080 X H Index 100 Latitude 35:58:26.91 Longitude -95:36:03.1 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4160 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10.96 NBI Text 17318 Vault Link http://plansrv1/bridgemaintvault/b17318 GIS FO/SD FO H Inv. Method 32.1 Latitude DD 35.97414167 Longitude DD -95.60086111 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17970 x -10642239.1781637 y 4297063.88880728
17317	5163T0278 X	17317	Muskogee	CO. RD. E1035	MUSKOGEE TP UNDER	5163T0245 X	2-98ft. PC BEAM SPANS	1968	35.51492778	-95.19172778	195.866	22.999	—	2	47	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	P	4850	2022	5	Unmatched
Raw data OBJECTID 17969 BRKEY 17317 NBI No. 17317 On Under 1 Structure No. 5163T0278 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1035 Feature Intersected MUSKOGEE TP UNDER Division 01 County 101 Location 2.4 MI NE JCT I-40 Sufficiency 74.2 Kind Hwy 4 Level Service 1 Route No. E1035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 41.801 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 4850 ADT Year 2022 Design Load H 15 Skew 47 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.904 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 195.866 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 72.7 HS Inv. Rating Method 1 HS Inv. Method 43.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7760 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1804 Max Measured Clearance 1809 Min Measured Clearance 1804 NBI Rating 17317 ODOT County 51 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 2-98ft. PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5163T0245 X H Index 98.9203 Latitude 35:30:53.74 Longitude -95:11:30.22 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E1035 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 53.94 NBI Text 17317 Vault Link http://plansrv1/bridgemaintvault/b17317 GIS FO/SD FO H Inv. Method 31 Latitude DD 35.51492778 Longitude DD -95.19172778 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17969 x -10596694.6642015 y 4234079.82787996
17316	6425T2490 X	17316	Pushmataha	CO. RD. 6438C	IND. NATION TP UNDER	6425T2490 X	95ft.,91ft. PC BM SPANS	1968	34.47694444	-95.73138889	187.992	28.999	—	2	38	2	23.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 17968 BRKEY 17316 NBI No. 17316 On Under 1 Structure No. 6425T2490 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 6438C Feature Intersected IND. NATION TP UNDER Division 02 County 127 Location 70.1 MI'S S. JCT I-40 Sufficiency 90.9 Kind Hwy 4 Level Service 1 Route No. 6438C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 38 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 19.003 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 187.992 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 87.964 HS Inv. Rating Method 1 HS Inv. Method 37.92 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 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1609 Min Measured Clearance 1604 NBI Rating 17316 ODOT County 64 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 95ft.,91ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6425T2490 X H Index 98.4227 Latitude 34:28:37 Longitude -95:43:53 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 6438C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 70.09 NBI Text 17316 Vault Link http://plansrv1/bridgemaintvault/b17316 GIS FO/SD Meets Standards H Inv. Method 33.29 Latitude DD 34.47694444 Longitude DD -95.73138889 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17968 x -10656769.4641676 y 4093025.22308447
17315	6206 1352WX	17315	Pontotoc	S.H. 1	S.H. 3 UNDER	6206 1329WX	104ft.-79ft. CONT PLATE	1968	34.76346389	-96.70201111	185.039	41.01	—	2	11	2	38.661	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	3350	2022	5	Unmatched
Raw data OBJECTID 17967 BRKEY 17315 NBI No. 17315 On Under 1 Structure No. 6206 1352WX Control No. 006 Lane Ind. W Milepoint 13520 Facility Carried S.H. 1 Feature Intersected S.H. 3 UNDER Division 03 County 123 Location 1 MI SW ADA Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.661 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1968 ADT Total 3350 ADT Year 2022 Design Load HS 20 Skew 11 No. Main Spans 2 Road Width 38.661 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 3.937 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.661 Span Type Main M Material 4 - Steel Continuous Design 03 Length 185.039 Deck Width 41.01 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 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.982 HS Inv. Rating Method 1 HS Inv. Method 34.833 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5360 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17315 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.969 Rt. Curb SW 1.64 Description 104ft.-79ft. CONT PLATE Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6206 1329WX H Index 92.937 Latitude 34:45:48.47 Longitude -96:42:07.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name S.H. 1 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17315 Vault Link http://plansrv1/bridgemaintvault/b17315 GIS FO/SD Meets Standards H Inv. Method 19.29 Latitude DD 34.76346389 Longitude DD -96.70201111 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17967 x -10764818.6354507 y 4131783.11084825
17593	2004 1302SX	17593	Custer	I-40 EB	I-40 BUS. &FMRC R.R. UND	2004 1302SX	(2-73ft.,75ft.)(75ft.-67ft.-71ft.-64ft.) CONT. PLATE GIRDER SPANS	1969	35.525569	-98.691008	503	40	—	7	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	9950	2022	5	Unmatched
Raw data OBJECTID 17966 BRKEY 17593 NBI No. 17593 On Under 1 Structure No. 2004 1302SX Control No. 004 Lane Ind. S Milepoint 13020 Facility Carried I-40 EB Feature Intersected I-40 BUS. &FMRC R.R. UND Division 05 County 039 Location 2.2 MI E JCT SH 54 Sufficiency 89.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 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 1969 ADT Total 9950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. R Underclearance Right 9.5 Underclearance Left 8.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 4 - Steel Continuous Design 02 Length 503 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15920 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 2103 Max Measured Clearance 2104 Min Measured Clearance 2104 NBI Rating 17593 ODOT County 20 Nav. Control N 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 (2-73ft.,75ft.)(75ft.-67ft.-71ft.-64ft.) CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1302SX H Index 91.3231 Latitude 35:31:32.05 Longitude -98:41:27.63 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-40 EB 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 17593 Vault Link http://plansrv1/bridgemaintvault/b17593 GIS FO/SD Meets Standards H Inv. Method 21.1 Latitude DD 35.525569 Longitude DD -98.691008 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17966 x -10986232.7564349 y 4235535.24043975
17592	2004 1302NX	17592	Custer	I-40 WB	I-40 BUS. &FMRC R.R. UND	2004 1302NX	(2-73ft.,75ft.)(75ft.-67ft.-71ft.-64ft.) CONT. PLATE GIRDER SPANS	1969	35.525478	-98.691542	503	40	—	7	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.8	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	9700	2022	5	Unmatched
Raw data OBJECTID 17965 BRKEY 17592 NBI No. 17592 On Under 1 Structure No. 2004 1302NX Control No. 004 Lane Ind. N Milepoint 13020 Facility Carried I-40 WB Feature Intersected I-40 BUS. &FMRC R.R. UND Division 05 County 039 Location 2.2 MI E JCT SH 54 Sufficiency 89.8 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 38 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 1969 ADT Total 9700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. R Underclearance Right 9 Underclearance Left 8.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 4 - Steel Continuous Design 02 Length 503 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15520 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 2203 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17592 ODOT County 20 Nav. Control N 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 (2-73ft.,75ft.)(75ft.-67ft.-71ft.-64ft.) CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2004 1302NX H Index 91.5338 Latitude 35:31:31.72 Longitude -98:41:29.55 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17592 Vault Link http://plansrv1/bridgemaintvault/b17592 GIS FO/SD Meets Standards H Inv. Method 21.1 Latitude DD 35.525478 Longitude DD -98.691542 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17965 x -10986292.201043 y 4235522.79344139