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
16811	0905 3276 X	16811	Canadian	NW 10 ST.	I-40 UNDER	0905 3276 X	50ft.-(3 -107ft. CONT.) 52ft. PL. GIRDER SPANS SK. 33 DEG. W/ 2-6ft. SIDEWALKS	1966	35.47895	-97.74735	425.41	66.001	—	3	57	4	51.998	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.2	Satisfactory (6)	Good (7)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	300	2022	5	Unmatched
Raw data OBJECTID 17045 BRKEY 16811 NBI No. 16811 On Under 1 Structure No. 0905 3276 X Control No. Lane Ind. Milepoint Facility Carried NW 10 ST. Feature Intersected I-40 UNDER Division 04 County 017 Location 32.7 MI. E. CADDO CO Sufficiency 85.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 51.998 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 1966 ADT Total 300 ADT Year 2022 Design Load HS 20 Skew 57 No. Main Spans 3 Road Width 51.998 Ref. Underclearance Rt. H Underclearance Right 9.701 Underclearance Left 20 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 51.998 Span Type Main M Material 4 - Steel Continuous Design 02 Length 425.41 Deck Width 66.001 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 6 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.2 HS Inv. Rating Method 1 HS Inv. Method 25.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1700 Min Measured Clearance 1602 NBI Rating 16811 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5.997 Rt. Curb SW 5.997 Description 50ft.-(3 -107ft. CONT.) 52ft. PL. GIRDER SPANS SK. 33 DEG. W/ 2-6ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 3276 X H Index 91.3491 Latitude 35:28:44.22 Longitude -97:44:50.46 I257A 0 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name NW 10 ST. 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 16811 Vault Link http://plansrv1/bridgemaintvault/b16811 GIS FO/SD Meets Standards H Inv. Method 17.9 Latitude DD 35.47895 Longitude DD -97.74735 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17045 x -10881185.2283919 y 4229160.53132197
16810	0905R3423 X	16810	Canadian	S.H. 4 (NB)	I-40 UNDER	0905 3423 X	37ft. (3 -70ft. CONT) 37ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS	1966	35.46773611	-97.72468889	278.871	31.001	—	3	34	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	48.8	Poor (4)	Poor (4)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	8550	2012	5	Unmatched
Raw data OBJECTID 17044 BRKEY 16810 NBI No. 16810 On Under 1 Structure No. 0905R3423 X Control No. Lane Ind. Milepoint Facility Carried S.H. 4 (NB) Feature Intersected I-40 UNDER Division 04 County 017 Location MUSTANG ROAD & I-40 Sufficiency 48.8 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1966 ADT Total 8550 ADT Year 2012 Design Load HS 20 Skew 34 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 20.013 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 278.871 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.249 HS Inv. Rating Method 1 HS Inv. Method 39.793 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13680 Future ADT Year 2032 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 1511 Max Measured Clearance 1606 Min Measured Clearance 1602 NBI Rating 16810 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 37ft. (3 -70ft. CONT) 37ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 3423 X H Index 74.6685 Latitude 35:28:03.85 Longitude -97:43:28.88 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 4 (MUSTANG RD) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16810 Vault Link http://plansrv1/bridgemaintvault/b16810 GIS FO/SD SD H Inv. Method 27.337 Latitude DD 35.46773611 Longitude DD -97.72468889 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17044 x -10878662.6051659 y 4227627.68923361
16809	0905R3422 X	16809	Canadian	S.H. 4 (SB)	I-40 UNDER	0905 3422 X	37ft. (3 -70ft. CONT) 37ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS SK. 56 DEG. 17ft.	1966	35.46783056	-97.72485833	278.871	31.001	—	3	34	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.9	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	8650	2012	5	Unmatched
Raw data OBJECTID 17043 BRKEY 16809 NBI No. 16809 On Under 1 Structure No. 0905R3422 X Control No. Lane Ind. Milepoint Facility Carried S.H. 4 (SB) Feature Intersected I-40 UNDER Division 04 County 017 Location 34.19 MI.E. CADDO CO Sufficiency 65.9 Kind Hwy 3 Level Service 1 Route No. 00004 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1966 ADT Total 8650 ADT Year 2012 Design Load HS 20 Skew 34 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 10.899 Underclearance Left 20 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 278.871 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.249 HS Inv. Rating Method 1 HS Inv. Method 39.793 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13840 Future ADT Year 2032 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 1511 Max Measured Clearance 1702 Min Measured Clearance 1600 NBI Rating 16809 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 37ft. (3 -70ft. CONT) 37ft. I-BM. SPANS W/ 2-1.5ft. SAFETY CURBS SK. 56 DEG. 17ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 3422 X H Index 79.9479 Latitude 35:28:04.19 Longitude -97:43:29.49 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 4 (MUSTANG RD 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 16809 Vault Link http://plansrv1/bridgemaintvault/b16809 GIS FO/SD Meets Standards H Inv. Method 27.337 Latitude DD 35.46783056 Longitude DD -97.72485833 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17043 x -10878681.4671404 y 4227640.59884173
16715	3704 0168 X	16715	Kingfisher	U.S. 81	CREEK	3704 0168 X	(10.25ft.,3-12.5ft.,10.2	1966	35.88607778	-97.93241111	84.928	0	—	5	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6800	2022	5	Unmatched
Raw data OBJECTID 17039 BRKEY 16715 NBI No. 16715 On Under 1 Structure No. 3704 0168 X Control No. 004 Lane Ind. Milepoint 01680 Facility Carried U.S. 81 Feature Intersected CREEK Division 04 County 073 Location 1.8 MI N JCT SH 33 Sufficiency 66.5 Kind Hwy 2 Level Service 1 Route No. 00081 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 1966 ADT Total 6800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 5 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 63.999 Span Type Main M Material 1 - Concrete Design 19 Length 84.928 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 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2042 Bypass Detour 54.680665 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16715 ODOT County 37 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 (10.25ft.,3-12.5ft.,10.2 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3704 0168 X H Index 99.3273 Latitude 35:53:09.88 Longitude -97:55:56.68 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16715 Vault Link http://plansrv1/bridgemaintvault/b16715 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.88607778 Longitude DD -97.93241111 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17039 x -10901786.1369227 y 4284957.15146551
16714	5604R0896WX	16714	Okmulgee	U.S. 62	CREEK	5604 0896WX	(3) 25ft. CONCRETE SLAB	1966	35.55826389	-95.95323889	77.001	37.999	—	3	0	2	36.499	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2014	5	Unmatched
Raw data OBJECTID 17038 BRKEY 16714 NBI No. 16714 On Under 1 Structure No. 5604R0896WX Control No. 004 Lane Ind. W Milepoint 08960 Facility Carried U.S. 62 Feature Intersected CREEK Division 01 County 111 Location 8.96 N JCT I-40 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 36.499 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 1966 ADT Total 7950 ADT Year 2014 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 36.499 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 53.999 Span Type Main M Material 1 - Concrete Design 01 Length 77.001 Deck Width 37.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.155 HS Inv. Rating Method 1 HS Inv. Method 38.471 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12720 Future ADT Year 2034 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 16714 ODOT County 56 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 0.751 Rt. Curb SW 0.751 Description (3) 25ft. CONCRETE SLAB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5604 0896WX H Index 93.2438 Latitude 35:33:29.75 Longitude -95:57:11.66 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name US-62,75 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0896W NBI Text 16714 Vault Link http://plansrv1/bridgemaintvault/b16714 GIS FO/SD Meets Standards H Inv. Method 21.826 Latitude DD 35.55826389 Longitude DD -95.95323889 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17038 x -10681465.6932001 y 4240008.16809572
16623	7280 0410NX	16623	Tulsa	U.S. 64 /S.H.51WB	31ST ST. UNDER	7280 0410NX	61ft.,2-89ft.,61ft.PLTGRDR	1965	36.11901944	-95.92115833	306.666	45	—	4	65	3	42	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.6	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	42400	2022	5	Unmatched
Raw data OBJECTID 17036 BRKEY 16623 NBI No. 16623 On Under 1 Structure No. 7280 0410NX Control No. 080 Lane Ind. N Milepoint 04100 Facility Carried U.S. 64 /S.H.51WB Feature Intersected 31ST ST. UNDER Division 08 County 143 Location 1.9 MI SE 21 ST Sufficiency 78.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42 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 1965 ADT Total 42400 ADT Year 2022 Design Load H 20 Skew 65 No. Main Spans 4 Road Width 42 Ref. Underclearance Rt. H Underclearance Right 3.999 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 306.666 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 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 67840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1304 Max Measured Clearance 1401 Min Measured Clearance 1308 NBI Rating 16623 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft.,2-89ft.,61ft.PLTGRDR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0410NX H Index 74.5833 Latitude 36:07:08.47 Longitude -95:55:16.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 / S.H. 51 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16623 Vault Link http://plansrv1/bridgemaintvault/b16623 GIS FO/SD FO H Inv. Method 29.7 Latitude DD 36.11901944 Longitude DD -95.92115833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 17036 x -10677894.5015966 y 4317010.64596306
16622	6108 0067SX	16622	Pittsburg	U.S. 270 EB	A OK R.R. & 9 ST.UNDER	6108 0067SX	56ft.,2-47ft.,2-49ft.,33ft.	1965	34.930303	-95.758528	307.1	32.5	—	7	56	2	26.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	63.9	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	7500	2022	5	Unmatched
Raw data OBJECTID 17035 BRKEY 16622 NBI No. 16622 On Under 1 Structure No. 6108 0067SX Control No. 008 Lane Ind. S Milepoint 00670 Facility Carried U.S. 270 EB Feature Intersected A OK R.R. & 9 ST.UNDER Division 02 County 121 Location IN MCALESTER Sufficiency 63.9 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 26.001 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 1965 ADT Total 7500 ADT Year 2022 Design Load HS 20 Skew 56 No. Main Spans 7 Road Width 26.001 Ref. Underclearance Rt. R Underclearance Right 17.5 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 25 Span Type Main M Material 3 - Steel Design 02 Length 307.1 Deck Width 32.5 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1609 Max Measured Clearance 1811 Min Measured Clearance 1700 NBI Rating 16622 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 2.999 Description 56ft.,2-47ft.,2-49ft.,33ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6108 0067SX H Index 82.0925 Latitude 34:55:49.09 Longitude -95:45:30.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 047 NBI Text 16622 Vault Link http://plansrv1/bridgemaintvault/b16622 GIS FO/SD FO H Inv. Method 19 Latitude DD 34.930303 Longitude DD -95.758528 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 17035 x -10659790.5760734 y 4154413.62929026
16620	4317 2244 X	16620	Love	CO. RD. E205	I-35 UNDER	4317 2244 X	52ft. - (3) 62ft. CONTINUOUS - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS	1965	34.04200278	-97.15023056	272.966	27.001	—	3	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.6	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	150	2022	5	Unmatched
Raw data OBJECTID 17033 BRKEY 16620 NBI No. 16620 On Under 1 Structure No. 4317 2244 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E205 Feature Intersected I-35 UNDER Division 07 County 085 Location 7.1 MI N JCT SH32 Sufficiency 86.6 Kind Hwy 4 Level Service 1 Route No. E2050 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 150 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 16.58 Underclearance Left 21.834 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 272.966 Deck Width 27.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 240 Future ADT Year 2042 Bypass Detour 3.106856 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 2106 Min Measured Clearance 1606 NBI Rating 16620 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 52ft. - (3) 62ft. CONTINUOUS - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 2244 X H Index 96.8668 Latitude 34:02:31.21 Longitude -97:09:00.83 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E205 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 131 NBI Text 16620 Vault Link http://plansrv1/bridgemaintvault/b16620 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 34.04200278 Longitude DD -97.15023056 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17033 x -10814714.1963883 y 4034443.36863558
16619	4317R2259WX	16619	Love	I-35	HICKORY CREEK	4317R2259WX	80ft.-100ft.-80ft. CONT. P	1965	34.03666667	-97.15	262.139	32.999	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	54	Fair (5)	Poor (4)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11550	2004	5	Unmatched
Raw data OBJECTID 17032 BRKEY 16619 NBI No. 16619 On Under 1 Structure No. 4317R2259WX Control No. 017 Lane Ind. W Milepoint 22590 Facility Carried I-35 Feature Intersected HICKORY CREEK Division 07 County 085 Location 7.3 MI N JCT SH 32 Sufficiency 54 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1965 ADT Total 11550 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.139 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 18480 Future ADT Year 2024 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16619 ODOT County 43 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 80ft.-100ft.-80ft. CONT. P Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4317R2259WX H Index 63.8824 Latitude 34:02:12 Longitude -97:09:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 133-43 NBI Text 16619 Vault Link http://plansrv1/bridgemaintvault/b16619 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 34.03666667 Longitude DD -97.15 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17032 x -10814688.5305665 y 4033726.52732268
16618	4317R2259EX	16618	Love	I-35	HICKORY CREEK	4317R2259EX	80ft.-100ft.-80ft. CONT. P	1965	34.03666667	-97.15	262.139	32.999	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52	Fair (5)	Serious (3)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	11550	2004	5	Unmatched
Raw data OBJECTID 17031 BRKEY 16618 NBI No. 16618 On Under 1 Structure No. 4317R2259EX Control No. 017 Lane Ind. E Milepoint 22590 Facility Carried I-35 Feature Intersected HICKORY CREEK Division 07 County 085 Location 7.3 MI N JCT SH 32 Sufficiency 52 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 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 1965 ADT Total 11550 ADT Year 2004 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.139 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 3 Super Rating 5 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 18480 Future ADT Year 2024 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16618 ODOT County 43 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 80ft.-100ft.-80ft. CONT. P Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4317R2259EX H Index 54.8266 Latitude 34:02:12 Longitude -97:09:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 132-43 NBI Text 16618 Vault Link http://plansrv1/bridgemaintvault/b16618 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 34.03666667 Longitude DD -97.15 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17031 x -10814688.5305665 y 4033726.52732268
16897	2702 0030 X	16897	Grant	U.S. 60/U.S. 64&81	NINE MILE CREEK	2702 0030 X	(13ft.-17ft.-13ft.) X12ft.X44ft. R.C. BOX W/ PARAPET WALLS & 3ft. CURTAIN WALLS	1967	36.597833	-97.875344	44.915	45.6	—	3	0	2	41.998	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.3	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	3200	2022	5	Unmatched
Raw data OBJECTID 17030 BRKEY 16897 NBI No. 16897 On Under 1 Structure No. 2702 0030 X Control No. 002 Lane Ind. Milepoint 00300 Facility Carried U.S. 60/U.S. 64&81 Feature Intersected NINE MILE CREEK Division 04 County 053 Location 0.3 MI N GARFIELD C/L Sufficiency 90.3 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 06 - Minor Arterial (Rural) Year Built 1967 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 41.998 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 44.915 Deck Width 45.6 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.4 HS Inv. Rating Method 1 HS Inv. Method 33.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 34.796787 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16897 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X12ft.X44ft. R.C. BOX W/ PARAPET WALLS & 3ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2702 0030 X H Index 83.352 Latitude 36:35:52.2 Longitude -97:52:31.24 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60, 64, & 81 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16897 Vault Link http://plansrv1/bridgemaintvault/b16897 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 36.597833 Longitude DD -97.875344 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17030 x -10895433.4552965 y 4383197.16673211
16808	0905R3306 X	16808	Canadian	CZECH HALL RD.	I-40 UNDER	0905R3306 X	37ft.(3 @ 67ft. CONT)37ft. I-BM. SPANS	1966	35.47648333	-97.74257222	276.903	27.001	—	3	30	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	8000	1999	5	Unmatched
Raw data OBJECTID 17024 BRKEY 16808 NBI No. 16808 On Under 1 Structure No. 0905R3306 X Control No. Lane Ind. Milepoint Facility Carried CZECH HALL RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 33.0 MI. E. CADDO CO Sufficiency 74 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 55 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 1966 ADT Total 8000 ADT Year 1999 Design Load H 20 Skew 30 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 21.001 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 276.903 Deck Width 27.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 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 8 HS Operating Rating Method 2 HS Operating Rating 56.549 HS Inv. Rating Method 2 HS Inv. Method 44.644 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 25500 Future ADT Year 2017 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16808 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.(3 @ 67ft. CONT)37ft. I-BM. SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905R3306 X H Index 97.4063 Latitude 35:28:35.34 Longitude -97:44:33.26 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name CZECH HALL RD. 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 16808 Vault Link http://plansrv1/bridgemaintvault/b16808 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.47648333 Longitude DD -97.74257222 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17024 x -10880653.3683552 y 4228823.34045666
16807	0905 3070 X	16807	Canadian	FRISCO RD.	I-40 UNDER	0905 3070 X	37ft. (3 - 67ft. CONT) 37ft. I-BM. SPANS	1966	35.494906	-97.777656	276.745	27.001	—	3	30	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	35.9	Failed (0)	Failed (0)	Failed (0)	Failed (0)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	100	2020	5	Unmatched
Raw data OBJECTID 17023 BRKEY 16807 NBI No. 16807 On Under 1 Structure No. 0905 3070 X Control No. Lane Ind. Milepoint Facility Carried FRISCO RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 30.7 MI. E. CADDO CO Sufficiency 35.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 100 ADT Year 2020 Design Load H 15 Skew 30 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.501 Underclearance Left 5.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 276.745 Deck Width 27.001 Bridge Open Closed K TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 0 Super Rating 0 Sub Rating 0 Chan. Rating N Culv. Rating N Structure Rating 0 Deck Geometry 6 Underclearance N Bridge Posting 0 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 0 HS Inv. Rating Method 1 HS Inv. Method 0 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2040 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1610 Min Measured Clearance 1600 NBI Rating 16807 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft. (3 - 67ft. CONT) 37ft. I-BM. SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 3070 X H Index 89.1243 Latitude 35:29:41.66 Longitude -97:46:39.56 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name FRISCO RD. 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 16807 Vault Link http://plansrv1/bridgemaintvault/b16807 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.494906 Longitude DD -97.777656 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17023 x -10884558.8768799 y 4231341.94759943
16806	1406 0739 X	16806	Cleveland	INDIAN HILLS RD.	I-35 UNDER	1406 0739 X	32ft.(42ft.-62ft.-62ft.-42ft.)	1966	35.291047	-97.487681	273.95	33.136	—	4	0	2	27.887	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.1	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	6500	2022	5	Unmatched
Raw data OBJECTID 17022 BRKEY 16806 NBI No. 16806 On Under 1 Structure No. 1406 0739 X Control No. Lane Ind. Milepoint Facility Carried INDIAN HILLS RD. Feature Intersected I-35 UNDER Division 03 County 027 Location 7.4 MI N MCCLAIN CL Sufficiency 76.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.887 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1966 ADT Total 6500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 27.887 Ref. Underclearance Rt. H Underclearance Right 9.843 Underclearance Left 13.78 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.887 Span Type Main M Material 4 - Steel Continuous Design 02 Length 273.95 Deck Width 33.136 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10400 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1607 Min Measured Clearance 1601 NBI Rating 16806 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.(42ft.-62ft.-62ft.-42ft.) Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1406 0739 X H Index 94.3102 Latitude 35:17:27.77 Longitude -97:29:15.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name INDIAN HILL ROAD 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 16806 Vault Link http://plansrv1/bridgemaintvault/b16806 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.291047 Longitude DD -97.487681 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 17022 x -10852279.0075371 y 4203503.94767132
16805	5702R2010 X	16805	Osage	U.S. 60	SALT CREEK	5702 2010 X	80ft.-100ft.-80ft. CONC. P	1966	36.688675	-96.717536	262.139	33.399	—	3	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2400	2019	5	Unmatched
Raw data OBJECTID 17021 BRKEY 16805 NBI No. 16805 On Under 1 Structure No. 5702R2010 X Control No. 002 Lane Ind. Milepoint 20100 Facility Carried U.S. 60 Feature Intersected SALT CREEK Division 08 County 113 Location 1.2 MI. W. JCT. SH18 Sufficiency 80.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1966 ADT Total 2400 ADT Year 2019 Design Load HS 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 0 Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.139 Deck Width 33.399 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.2 HS Inv. Rating Method 1 HS Inv. Method 34.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3840 Future ADT Year 2039 Bypass Detour 4.97097 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 16805 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description 80ft.-100ft.-80ft. CONC. P Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5702 2010 X H Index 72.2871 Latitude 36:41:19.23 Longitude -96:43:03.13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 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 16805 Vault Link http://plansrv1/bridgemaintvault/b16805 GIS FO/SD Meets Standards H Inv. Method 24.4 Latitude DD 36.688675 Longitude DD -96.717536 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17021 x -10766546.8583001 y 4395800.48370506
16803	0905 2086NX	16803	Canadian	I-40 WB	UP R.R. UNDER	0905 2086NX	45FT-60FT-45FT CONT. I-BM. SPANS	1966	35.50132778	-97.95033056	150.984	40.4	—	3	0	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76	Fair (5)	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)	A	15550	2022	5	Unmatched
Raw data OBJECTID 17019 BRKEY 16803 NBI No. 16803 On Under 1 Structure No. 0905 2086NX Control No. 005 Lane Ind. N Milepoint 20860 Facility Carried I-40 WB Feature Intersected UP R.R. UNDER Division 04 County 017 Location 20.8 MI. E. CADDO CO Sufficiency 76 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 37.001 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 1966 ADT Total 15550 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. R Underclearance Right 23.799 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 150.984 Deck Width 40.4 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24880 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 2300 Max Measured Clearance 2303 Min Measured Clearance 2303 NBI Rating 16803 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 45FT-60FT-45FT CONT. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2086NX H Index 73.935 Latitude 35:30:04.78 Longitude -97:57:01.19 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16803 Vault Link http://plansrv1/bridgemaintvault/b16803 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 35.50132778 Longitude DD -97.95033056 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17019 x -10903780.920972 y 4232220.02018989
16712	3704 0360 X	16712	Kingfisher	U.S. 81	CREEK	3704 0360 X	(12ft.-14ft.-12ft.) X 9ft. X 145ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS	1966	35.91349444	-97.93359167	56.549	0	—	3	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	66.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6800	2022	5	Unmatched
Raw data OBJECTID 17018 BRKEY 16712 NBI No. 16712 On Under 1 Structure No. 3704 0360 X Control No. 004 Lane Ind. Milepoint 03600 Facility Carried U.S. 81 Feature Intersected CREEK Division 04 County 073 Location 3.7 MI N JCT SH 33 Sufficiency 66.5 Kind Hwy 2 Level Service 1 Route No. 00081 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 1966 ADT Total 6800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 56.549 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 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 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2042 Bypass Detour 54.680665 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16712 ODOT County 37 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 (12ft.-14ft.-12ft.) X 9ft. X 145ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3704 0360 X H Index 97.4317 Latitude 35:54:48.58 Longitude -97:56:00.93 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16712 Vault Link http://plansrv1/bridgemaintvault/b16712 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.91349444 Longitude DD -97.93359167 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17018 x -10901917.5562608 y 4288724.85955642
16708	6020 2259 X	16708	Payne	S.H. 51	DEER CREEK	6020 2259 X	34.75ft. RIGID FRAME CULVERT SK. 30 DEG.	1966	36.11654444	-96.64828333	43.701	0	—	1	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 17014 BRKEY 16708 NBI No. 16708 On Under 1 Structure No. 6020 2259 X Control No. 020 Lane Ind. Milepoint 22590 Facility Carried S.H. 51 Feature Intersected DEER CREEK Division 04 County 119 Location 6.7 MI E JCT SH 18 Sufficiency 91.2 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 45.997 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 1966 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 1 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 8 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 43.701 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 9 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4960 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16708 ODOT County 60 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 34.75ft. RIGID FRAME CULVERT SK. 30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6020 2259 X H Index 94.5751 Latitude 36:06:59.56 Longitude -96:38:53.82 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16708 Vault Link http://plansrv1/bridgemaintvault/b16708 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.11654444 Longitude DD -96.64828333 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17014 x -10758837.6863396 y 4316669.57966311
16707	3610 2044 X	16707	Kay	U.S. 77	ROCKFORD CREEK	3610 2044 X	(12ft.-14ft.-12ft.) X 10ft. X 56ft. R.C. BOX W/ 4ft. CURTAIN WALLS	1966	36.96336389	-97.04729722	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4400	2022	5	Unmatched
Raw data OBJECTID 17013 BRKEY 16707 NBI No. 16707 On Under 1 Structure No. 3610 2044 X Control No. 010 Lane Ind. Milepoint 20440 Facility Carried U.S. 77 Feature Intersected ROCKFORD CREEK Division 04 County 071 Location 2..6 S OF KANSAS LINE Sufficiency 96 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 55.774 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 1966 ADT Total 4400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 40 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 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7040 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16707 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 10ft. X 56ft. R.C. BOX W/ 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3610 2044 X H Index 97.9124 Latitude 36:57:48.11 Longitude -97:02:50.27 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 77 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16707 Vault Link http://plansrv1/bridgemaintvault/b16707 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.96336389 Longitude DD -97.04729722 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17013 x -10803255.7093939 y 4434001.41551531
16617	1036 1348WX	16617	Carter	I-35 SB	CADDO CREEK	1036 1348WX	80ft.-100ft.-80ft. CONT. P	1965	34.26336944	-97.16470278	260	40	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15600	2022	5	Unmatched
Raw data OBJECTID 17012 BRKEY 16617 NBI No. 16617 On Under 1 Structure No. 1036 1348WX Control No. 036 Lane Ind. W Milepoint 13480 Facility Carried I-35 SB Feature Intersected CADDO CREEK Division 07 County 019 Location 4.2 MI N JCT SH 142 Sufficiency 74.1 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1965 ADT Total 15600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 260 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 5 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 38 HS Inv. Rating Method 1 HS Inv. Method 23 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24960 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16617 ODOT County 10 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 80ft.-100ft.-80ft. CONT. P Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 1348WX H Index 98.2195 Latitude 34:15:48.13 Longitude -97:09:52.93 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 117-10 NBI Text 16617 Vault Link http://plansrv1/bridgemaintvault/b16617 GIS FO/SD Meets Standards H Inv. Method 14 Latitude DD 34.26336944 Longitude DD -97.16470278 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17012 x -10816325.2365494 y 4064221.16881044
16616	1036 1348EX	16616	Carter	I-35 NB	CADDO CREEK	1036 1348EX	80ft.-100ft.-80ft. CONT. P	1965	34.264	-97.16400556	262.139	40	—	3	0	2	38	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16250	2022	5	Unmatched
Raw data OBJECTID 17011 BRKEY 16616 NBI No. 16616 On Under 1 Structure No. 1036 1348EX Control No. 036 Lane Ind. E Milepoint 13480 Facility Carried I-35 NB Feature Intersected CADDO CREEK Division 07 County 019 Location 4.2 MI N JCT SH 142 Sufficiency 86.2 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1965 ADT Total 16250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262.139 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 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16616 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 80ft.-100ft.-80ft. CONT. P Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 1348EX H Index 97.6873 Latitude 34:15:50.4 Longitude -97:09:50.42 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 116-10 NBI Text 16616 Vault Link http://plansrv1/bridgemaintvault/b16616 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 34.264 Longitude DD -97.16400556 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17011 x -10816247.622374 y 4064306.10216114
16615	6108 1216 X	16615	Pittsburg	U.S. 270	BRUSHY CREEK	6108 1216 X	80ft.-100ft.-80ft. CONT. P	1965	34.860614	-95.596339	262	42	—	3	0	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.5	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	8600	2022	5	Unmatched
Raw data OBJECTID 17010 BRKEY 16615 NBI No. 16615 On Under 1 Structure No. 6108 1216 X Control No. 008 Lane Ind. Milepoint 12160 Facility Carried U.S. 270 Feature Intersected BRUSHY CREEK Division 02 County 121 Location 12.1 MI SE JCT US 69B Sufficiency 90.5 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1965 ADT Total 8600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 42 Span Type Main M Material 4 - Steel Continuous Design 02 Length 262 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 65.6 HS Inv. Rating Method 1 HS Inv. Method 39.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13760 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16615 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 80ft.-100ft.-80ft. CONT. P Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6108 1216 X H Index 93.4801 Latitude 34:51:38.21 Longitude -95:35:46.82 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 056 NBI Text 16615 Vault Link http://plansrv1/bridgemaintvault/b16615 GIS FO/SD Meets Standards H Inv. Method 28.2 Latitude DD 34.860614 Longitude DD -95.596339 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 17010 x -10641735.7791812 y 4144955.23963601
16612	1036 0301 X	16612	Carter	CO. RD. E2000	I-35 UNDER	1036 0301 X	32ft. - (3) 60ft. CONTINUOUS - 40ft. I-BEAM SPANS SKEWED 15 DEG. WITH (2) 18ft. SAFETY CURBS	1965	34.114669	-97.154119	252.953	28.799	—	5	15	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete precast panels (2)	Open, no restriction (A)	70.7	Fair (5)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	335	2022	5	Unmatched
Raw data OBJECTID 17007 BRKEY 16612 NBI No. 16612 On Under 1 Structure No. 1036 0301 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E2000 Feature Intersected I-35 UNDER Division 07 County 019 Location 3.0 MI N LOVE C/L Sufficiency 70.7 Kind Hwy 4 Level Service 1 Route No. E2000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1965 ADT Total 335 ADT Year 2022 Design Load H 15 Skew 15 No. Main Spans 5 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 11.499 Underclearance Left 18.999 Deck Structure Type 2 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 252.953 Deck Width 28.799 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 37 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 536 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1709 Max Measured Clearance 1905 Min Measured Clearance 1701 NBI Rating 16612 ODOT County 10 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 5 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 32ft. - (3) 60ft. CONTINUOUS - 40ft. I-BEAM SPANS SKEWED 15 DEG. WITH (2) 18ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0301 X H Index 74.5726 Latitude 34:06:52.81 Longitude -97:09:14.83 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E2000 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 100 NBI Text 16612 Vault Link http://plansrv1/bridgemaintvault/b16612 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 34.114669 Longitude DD -97.154119 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 17007 x -10815147.0555491 y 4044209.68346991
16909	2606 1408 X	16909	Grady	U.S. 81	CREEK	2606 1408 X	(12ft.-14ft.-12ft.)X 10ft. X 146ft. R.C. BOX WITH 4ft. CURTAIN WALLS	1967	34.879817	-97.951931	47.9	146.001	—	3	60	4	143.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6300	2022	5	Unmatched
Raw data OBJECTID 17006 BRKEY 16909 NBI No. 16909 On Under 1 Structure No. 2606 1408 X Control No. 006 Lane Ind. Milepoint 14080 Facility Carried U.S. 81 Feature Intersected CREEK Division 07 County 051 Location 6.8 MI N SH17 Sufficiency 79.7 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 76.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 6300 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 3 Road Width 143.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 146.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 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 29.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10080 Future ADT Year 2042 Bypass Detour 58.999998 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16909 ODOT County 26 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 (12ft.-14ft.-12ft.)X 10ft. X 146ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2606 1408 X H Index 87.1102 Latitude 34:52:47.34 Longitude -97:57:06.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 81 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25-26 NBI Text 16909 Vault Link http://plansrv1/bridgemaintvault/b16909 GIS FO/SD Meets Standards H Inv. Method 16.2 Latitude DD 34.879817 Longitude DD -97.951931 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17006 x -10903959.0811379 y 4147560.72481748
16908	5308 1367 X	16908	Nowata	U.S. 169	CLEAR CREEK	5308 1367 X	(12ft.-14ft.-12ft.) X 8ft. X 158ft. R.C. BOX SK. 60 DEG.	1967	36.899764	-95.628831	47.9	0	—	3	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.3	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	4900	2022	5	Unmatched
Raw data OBJECTID 17005 BRKEY 16908 NBI No. 16908 On Under 1 Structure No. 5308 1367 X Control No. 008 Lane Ind. Milepoint 13670 Facility Carried U.S. 169 Feature Intersected CLEAR CREEK Division 08 County 105 Location 14 MI N JCT US 60 Sufficiency 91.3 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 4900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 20 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 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 57.7 HS Inv. Rating Method 1 HS Inv. Method 34.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 19.883878 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 16908 ODOT County 53 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 8ft. X 158ft. R.C. BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5308 1367 X H Index 98.9354 Latitude 36:53:59.15 Longitude -95:37:43.79 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16908 Vault Link http://plansrv1/bridgemaintvault/b16908 GIS FO/SD Meets Standards H Inv. Method 20.4 Latitude DD 36.899764 Longitude DD -95.628831 ODOT County Number 53 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17005 x -10645352.772076 y 4425144.37571654
16907	5115 1332 X	16907	Muskogee	I-40	CREEK	5115 1332 X	(12ft.-14ft.-12ft.)X 5ft.X 200	1967	35.481975	-95.11353611	41.01	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	17200	2022	5	Unmatched
Raw data OBJECTID 17004 BRKEY 16907 NBI No. 16907 On Under 1 Structure No. 5115 1332 X Control No. 015 Lane Ind. Milepoint 13320 Facility Carried I-40 Feature Intersected CREEK Division 01 County 101 Location 13.3 MI E C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 50 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 1967 ADT Total 17200 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 12 Appr. Roadway Width 93.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.01 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.4 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27520 Future ADT Year 2042 Bypass Detour 12.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 16907 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 5ft.X 200 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5115 1332 X H Index 66.9432 Latitude 35:28:55.11 Longitude -95:06:48.73 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16907 Vault Link http://plansrv1/bridgemaintvault/b16907 GIS FO/SD Meets Standards H Inv. Method 26.7 Latitude DD 35.481975 Longitude DD -95.11353611 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17004 x -10587990.4073128 y 4229574.05936132
16906	6822 1145 X	16906	Sequoyah	I-40	EAST NEGRO CREEK	6822 1145 X	(12ft. - 14ft. - 12ft.) X 10ft. X 279ft. LONG RCB	1967	35.45666944	-94.91293056	42	277	—	3	0	4	275	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.3	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	17300	2022	5	Unmatched
Raw data OBJECTID 17003 BRKEY 16906 NBI No. 16906 On Under 1 Structure No. 6822 1145 X Control No. 022 Lane Ind. Milepoint 11450 Facility Carried I-40 Feature Intersected EAST NEGRO CREEK Division 01 County 135 Location 11.45 E MUSKOGEE C/L Sufficiency 69.3 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1967 ADT Total 17300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 275 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 20 Appr. Roadway Width 38 Span Type Main M Material 1 - Concrete Design 19 Length 42 Deck Width 277 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 37.4 HS Inv. Rating Method 1 HS Inv. Method 22.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 27680 Future ADT Year 2042 Bypass Detour 13 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 16906 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft. - 14ft. - 12ft.) X 10ft. X 279ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1145 X H Index 66.3095 Latitude 35:27:24.01 Longitude -94:54:46.55 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-40 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1145 NBI Text 16906 Vault Link http://plansrv1/bridgemaintvault/b16906 GIS FO/SD Meets Standards H Inv. Method 19.9 Latitude DD 35.45666944 Longitude DD -94.91293056 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17003 x -10565659.0996365 y 4226115.18038333
16905	6925 1060 X	16905	Stephens	S.H. 7	EAST MUD CREEK	6925 1060 X	(13ft.-17ft.-13ft.) X 12ft. X 107ft. R.C. BOX WITH 4ft. CURTAIN WALL DOWNSTREAM	1967	34.44889444	-97.80056667	46.9	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3500	2022	5	Unmatched
Raw data OBJECTID 17002 BRKEY 16905 NBI No. 16905 On Under 1 Structure No. 6925 1060 X Control No. 025 Lane Ind. Milepoint 10600 Facility Carried S.H. 7 Feature Intersected EAST MUD CREEK Division 07 County 137 Location 10.6 MI E JCT US 81 Sufficiency 72.4 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 3500 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 12 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 46.9 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.4 HS Inv. Rating Method 1 HS Inv. Method 33.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5600 Future ADT Year 2042 Bypass Detour 54.700002 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 16905 ODOT County 69 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X 12ft. X 107ft. R.C. BOX WITH 4ft. CURTAIN WALL DOWNSTREAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6925 1060 X H Index 98.9938 Latitude 34:26:56.02 Longitude -97:48:02.04 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 59 NBI Text 16905 Vault Link http://plansrv1/bridgemaintvault/b16905 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 34.44889444 Longitude DD -97.80056667 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 17002 x -10887109.280998 y 4089238.03100167
16904	2546 0690 X	16904	Garvin	I-35	CREEK	2546 0690 X	(12ft.-14ft.-12ft.)X 10ft.X 210ft. RDY R.C.BOX SK. 60 DEG.	1967	34.60173333	-97.21050556	47.9	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	31000	2022	5	Unmatched
Raw data OBJECTID 17001 BRKEY 16904 NBI No. 16904 On Under 1 Structure No. 2546 0690 X Control No. 046 Lane Ind. Milepoint 06900 Facility Carried I-35 Feature Intersected CREEK Division 03 County 049 Location 6.9 MI N MURRAY C/L Sufficiency 69 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 1967 ADT Total 31000 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 6 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 47.9 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 49600 Future ADT Year 2042 Bypass Detour 16.777022 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 16904 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 10ft.X 210ft. RDY R.C.BOX SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 0690 X H Index 98.4285 Latitude 34:36:06.24 Longitude -97:12:37.82 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16904 Vault Link http://plansrv1/bridgemaintvault/b16904 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.60173333 Longitude DD -97.21050556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 17001 x -10821423.9786959 y 4109889.14844897
16802	0905R3637 X	16802	Canadian	MORGAN RD. NB	I-40 UNDER	0905 3637 X	2-32ft. I-BM. (90ft.,96ft. CONT.) PLATE GIRDER SPANS	1966	35.45985556	-97.68905	251.66	34.501	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.5	Fair (5)	Poor (4)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	1000	2011	5	Unmatched
Raw data OBJECTID 17000 BRKEY 16802 NBI No. 16802 On Under 1 Structure No. 0905R3637 X Control No. Lane Ind. Milepoint Facility Carried MORGAN RD. NB Feature Intersected I-40 UNDER Division 04 County 017 Location 36.3 MI. E. CADDO CO Sufficiency 68.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1966 ADT Total 1000 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 5.299 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 251.66 Deck Width 34.501 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.753 HS Inv. Rating Method 1 HS Inv. Method 43.652 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2031 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 1605 Max Measured Clearance 1703 Min Measured Clearance 1606 NBI Rating 16802 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 2.999 Description 2-32ft. I-BM. (90ft.,96ft. CONT.) PLATE GIRDER SPANS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 3637 X H Index 51.1768 Latitude 35:27:35.48 Longitude -97:41:20.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name MORGAN RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16802 Vault Link http://plansrv1/bridgemaintvault/b16802 GIS FO/SD SD H Inv. Method 26.125 Latitude DD 35.45985556 Longitude DD -97.68905 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 17000 x -10874695.3020786 y 4226550.61386471
16801	0905 2660 X	16801	Canadian	FAS 0904 (BANNER)	I-40 UNDER	0905 2660 X	32ft. (3-59ft. CONT.) 32ft. I-BM. SPANS WITH TR-4 RAIL	1966	35.499919	-97.848756	242.5	32.165	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.8	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	300	2022	5	Unmatched
Raw data OBJECTID 16999 BRKEY 16801 NBI No. 16801 On Under 1 Structure No. 0905 2660 X Control No. Lane Ind. Milepoint Facility Carried FAS 0904 (BANNER) Feature Intersected I-40 UNDER Division 04 County 017 Location 26.6 MI. E. CADDO CO Sufficiency 90.8 Kind Hwy 4 Level Service 1 Route No. 00904 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 8.99 Underclearance Left 5.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.5 Deck Width 32.165 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1600 Max Measured Clearance 1603 Min Measured Clearance 1601 NBI Rating 16801 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft. (3-59ft. CONT.) 32ft. I-BM. SPANS WITH TR-4 RAIL Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2660 X H Index 86.6163 Latitude 35:29:59.71 Longitude -97:50:55.52 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name FAS 0904 (BANNER) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16801 Vault Link http://plansrv1/bridgemaintvault/b16801 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.499919 Longitude DD -97.848756 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16999 x -10892473.6926753 y 4232027.38672963
16800	0905 2862 X	16800	Canadian	CIMARRON RD.	I-40 UNDER	0905 2862 X	32ft.,(3-59ft. CONT.),32ft. I-BM SPANS W/ TR-1 RAILS	1966	35.50082778	-97.81303056	242.671	30.167	—	3	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	200	2022	5	Unmatched
Raw data OBJECTID 16998 BRKEY 16800 NBI No. 16800 On Under 1 Structure No. 0905 2862 X Control No. Lane Ind. Milepoint Facility Carried CIMARRON RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 28.6 MI. E. CADDO CO Sufficiency 91 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1966 ADT Total 200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 8.901 Underclearance Left 5.489 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.671 Deck Width 30.167 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 320 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1608 Min Measured Clearance 1607 NBI Rating 16800 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.,(3-59ft. CONT.),32ft. I-BM SPANS W/ TR-1 RAILS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2862 X H Index 64.7469 Latitude 35:30:02.98 Longitude -97:48:46.91 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name CIMARRON RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16800 Vault Link http://plansrv1/bridgemaintvault/b16800 GIS FO/SD FO H Inv. Method 18 Latitude DD 35.50082778 Longitude DD -97.81303056 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16998 x -10888496.7548861 y 4232151.65090938
16799	0905 2761 X	16799	Canadian	GREGORY RD.	I-40 UNDER	0905 2761 X	32ft.-(3-59ft. CONT.)-32ft. I-BM SPANS W/ 1.5ft. SAFETY CURBS	1966	35.500544	-97.830936	242.126	29.4	—	3	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.7	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	100	2022	5	Unmatched
Raw data OBJECTID 16997 BRKEY 16799 NBI No. 16799 On Under 1 Structure No. 0905 2761 X Control No. Lane Ind. Milepoint Facility Carried GREGORY RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 27.6 MI. E. CADDO CO Sufficiency 67.7 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1966 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.501 Underclearance Left 5.2 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.126 Deck Width 29.4 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36 HS Inv. Rating Method 1 HS Inv. Method 22 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 6.213712 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 1604 Min Measured Clearance 1600 NBI Rating 16799 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 32ft.-(3-59ft. CONT.)-32ft. I-BM SPANS W/ 1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2761 X H Index 71.8242 Latitude 35:30:01.96 Longitude -97:49:51.37 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name GREGORY RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16799 Vault Link http://plansrv1/bridgemaintvault/b16799 GIS FO/SD FO H Inv. Method 17 Latitude DD 35.500544 Longitude DD -97.830936 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16997 x -10890489.9793493 y 4232112.84742986
16798	0905 2560 X	16798	Canadian	MANNING RD.	I-40 UNDER	0905 2560 X	32ft.(3-59ft. CONT.)32ft. I-BM SPANS WITH 2-1.5ft. SAFETY CURBS	1966	35.500169	-97.866433	242.126	29.4	—	3	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72.6	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	120	2022	5	Unmatched
Raw data OBJECTID 16996 BRKEY 16798 NBI No. 16798 On Under 1 Structure No. 0905 2560 X Control No. Lane Ind. Milepoint Facility Carried MANNING RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 25.6 MI. E. CADDO CO Sufficiency 72.6 Kind Hwy 4 Level Service 1 Route No. N2880 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 120 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.501 Underclearance Left 5.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.126 Deck Width 29.4 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 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 192 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1609 Min Measured Clearance 1604 NBI Rating 16798 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 32ft.(3-59ft. CONT.)32ft. I-BM SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0905 2560 X H Index 78.5437 Latitude 35:30:00.61 Longitude -97:51:59.16 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name MANNING RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16798 Vault Link http://plansrv1/bridgemaintvault/b16798 GIS FO/SD FO H Inv. Method 19 Latitude DD 35.500169 Longitude DD -97.866433 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16996 x -10894441.487314 y 4232061.57092992
16797	0905R2361 X	16797	Canadian	RADIO RD.	I-40 UNDER	0905 2361 X	32ft.,(3 - 59ft. CONT.), 32ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS	1966	35.50026389	-97.90161944	242.126	29.4	—	3	0	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	62.3	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	101	2014	5	Unmatched
Raw data OBJECTID 16995 BRKEY 16797 NBI No. 16797 On Under 1 Structure No. 0905R2361 X Control No. Lane Ind. Milepoint Facility Carried RADIO RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 23.6 MI. E. CADDO CO Sufficiency 62.3 Kind Hwy 4 Level Service 1 Route No. 28600 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 101 ADT Year 2014 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 10.098 Underclearance Left 18.999 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.126 Deck Width 29.4 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 34.7 HS Inv. Rating Method 1 HS Inv. Method 20.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 162 Future ADT Year 2034 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1602 Min Measured Clearance 1600 NBI Rating 16797 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 32ft.,(3 - 59ft. CONT.), 32ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 2361 X H Index 82.4591 Latitude 35:30:00.95 Longitude -97:54:05.83 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name RADIO RD. 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 16797 Vault Link http://plansrv1/bridgemaintvault/b16797 GIS FO/SD Meets Standards H Inv. Method 16.6 Latitude DD 35.50026389 Longitude DD -97.90161944 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16995 x -10898358.4238977 y 4232074.54591285
16706	6020 1965 X	16706	Payne	S.H. 51	MUD CREEK	6020 1965 X	(12ft.-14ft.-12ft.)X 14ft.X 90ft. R.C. BOX WITH 3ft. CURTAIN WALLS	1967	36.115981	-96.701025	39.993	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4400	2022	5	Unmatched
Raw data OBJECTID 16994 BRKEY 16706 NBI No. 16706 On Under 1 Structure No. 6020 1965 X Control No. 020 Lane Ind. Milepoint 19650 Facility Carried S.H. 51 Feature Intersected MUD CREEK Division 04 County 119 Location 3.6 MI E JCT SH 18 Sufficiency 88.7 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 45.499 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 1967 ADT Total 4400 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 12 Appr. Roadway Width 41.998 Span Type Main M Material 1 - Concrete Design 19 Length 39.993 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 1 HS Operating Rating 74.3 HS Inv. Rating Method 1 HS Inv. Method 44.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7040 Future ADT Year 2042 Bypass Detour 24.854848 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16706 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 14ft.X 90ft. R.C. BOX WITH 3ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6020 1965 X H Index 98.5632 Latitude 36:06:57.53 Longitude -96:42:03.69 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 51(CHICAGO AVE.) Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16706 Vault Link http://plansrv1/bridgemaintvault/b16706 GIS FO/SD Meets Standards H Inv. Method 32.4 Latitude DD 36.115981 Longitude DD -96.701025 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16994 x -10764708.8621876 y 4316591.93656086
16705	7209 1545 X	16705	Tulsa	I-244	CREEK	7209 1545 X	(13ft.,17ft.,13ft.)X6ft.X214	1966	36.16405556	-95.83119444	45.932	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	38900	2022	5	Unmatched
Raw data OBJECTID 16993 BRKEY 16705 NBI No. 16705 On Under 1 Structure No. 7209 1545 X Control No. 009 Lane Ind. Milepoint 15450 Facility Carried I-244 Feature Intersected CREEK Division 08 County 143 Location 1.71 MI E JCT US 169 Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1966 ADT Total 38900 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 8 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 45.932 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 8 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 62240 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16705 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 (13ft.,17ft.,13ft.)X6ft.X214 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1545 X H Index 97.6501 Latitude 36:09:50.6 Longitude -95:49:52.3 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-244 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16705 Vault Link http://plansrv1/bridgemaintvault/b16705 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.16405556 Longitude DD -95.83119444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16993 x -10667879.767172 y 4323218.70795483
16704	2042 0994 X	16704	Custer	S.H. 73	SOLDIER CREEK	2042 0994 X	(13ft.-17ft.-13ft.)X12ft.X53ft. RDY. R.C.B.	1966	35.53133056	-99.22113889	46.916	55	—	3	0	2	53.002	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.8	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	630	2022	5	Unmatched
Raw data OBJECTID 16992 BRKEY 16704 NBI No. 16704 On Under 1 Structure No. 2042 0994 X Control No. 042 Lane Ind. Milepoint 09940 Facility Carried S.H. 73 Feature Intersected SOLDIER CREEK Division 05 County 039 Location 10.0 MI E JCT S.H. 34 Sufficiency 98.8 Kind Hwy 3 Level Service 1 Route No. 00073 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 53.002 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 1966 ADT Total 630 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 53.002 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 55 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1008 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 16704 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X12ft.X53ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2042 0994 X H Index 95.71 Latitude 35:31:52.79 Longitude -99:13:16.1 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 73 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16704 Vault Link http://plansrv1/bridgemaintvault/b16704 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.53133056 Longitude DD -99.22113889 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16992 x -11045246.6571635 y 4236323.33651825
16703	2720 0975 X	16703	Grant	S.H. 132	CREEK	2720 0975 X	(13ft.-17ft.-13ft.) X5ft. X 34ft. RCB W/ PARAPET RAILS	1966	36.79646944	-98.03793611	44.8	36.001	—	3	0	2	33.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	280	2022	5	Unmatched
Raw data OBJECTID 16991 BRKEY 16703 NBI No. 16703 On Under 1 Structure No. 2720 0975 X Control No. 020 Lane Ind. Milepoint 09750 Facility Carried S.H. 132 Feature Intersected CREEK Division 04 County 053 Location 1 MI S JCT SH 11 Sufficiency 97.3 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 33.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1966 ADT Total 280 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 33.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 44.8 Deck Width 36.001 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 N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 448 Future ADT Year 2042 Bypass Detour 30.999922 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16703 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.) X5ft. X 34ft. RCB W/ PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2720 0975 X H Index 96.2003 Latitude 36:47:47.29 Longitude -98:02:16.57 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 132 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16703 Vault Link http://plansrv1/bridgemaintvault/b16703 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.79646944 Longitude DD -98.03793611 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16991 x -10913533.1261887 y 4410775.09511849
16702	1406 0941WXC	16702	Cleveland	I-35 SD	CREEK	1406 0941WXC	(12ft.-14ft.-12ft.)X 5ft.X 149ft. RDY R.C.BOX	1966	35.31978889	-97.49231389	41.01	151.001	—	3	0	4	43.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	80.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	A	10000	2022	5	Unmatched
Raw data OBJECTID 16990 BRKEY 16702 NBI No. 16702 On Under 1 Structure No. 1406 0941WXC Control No. 006 Lane Ind. W Milepoint 09410 Facility Carried I-35 SD Feature Intersected CREEK Division 03 County 027 Location 500' WEST OF I-35 Sufficiency 80.9 Kind Hwy 8 Level Service 0 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1966 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 20 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 41.01 Deck Width 151.001 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 7 Structure Rating 7 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16702 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.)X 5ft.X 149ft. RDY R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. C Alt. Structure Name 1406 0941WXC H Index 99.0757 Latitude 35:19:11.24 Longitude -97:29:32.33 I257A C I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 SD Scour 5 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 0 - None Historical Significance 5 Local Bridge ID -1 NBI Text 16702 Vault Link http://plansrv1/bridgemaintvault/b16702 GIS FO/SD FO H Inv. Method 20 Latitude DD 35.31978889 Longitude DD -97.49231389 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 16990 x -10852794.7384928 y 4207424.54502154
16701	1618 0867 X	16701	Comanche	S.H. 7	DRY BEAVER CREEK	1618 0937 X	(13ft.-17ft.-13ft.)X 15ft.X 154ft. R.C.BOX WITH 4ft. CURTAIN WALL UPSTREAM	1966	34.59385833	-98.22560833	46.916	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	8000	2022	5	Unmatched
Raw data OBJECTID 16989 BRKEY 16701 NBI No. 16701 On Under 1 Structure No. 1618 0867 X Control No. 018 Lane Ind. Milepoint 09370 Facility Carried S.H. 7 Feature Intersected DRY BEAVER CREEK Division 07 County 031 Location 0.8 MI.W. JCT. SH65 Sufficiency 69.6 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 96.03 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1966 ADT Total 8000 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 3 Appr. Roadway Width 96.03 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 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 12800 Future ADT Year 2042 Bypass Detour 52.19518 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16701 ODOT County 16 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 (13ft.-17ft.-13ft.)X 15ft.X 154ft. R.C.BOX WITH 4ft. CURTAIN WALL UPSTREAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1618 0937 X H Index 100 Latitude 34:35:37.89 Longitude -98:13:32.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 7 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 057 NBI Text 16701 Vault Link http://plansrv1/bridgemaintvault/b16701 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.59385833 Longitude DD -98.22560833 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16989 x -10934424.7021551 y 4108824.17578926
16611	5569 0197 X	16611	Oklahoma	FAU 9221 (ROCKWELL	I-40 UNDER	5569 0197 X	(2)-32ft. I-BM & (90ft.-100ft. CONT.) PLATE GIRDER SPANS	1965	35.46009167	-97.63647778	256.001	34.501	—	2	0	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.3	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	3000	2022	5	Unmatched
Raw data OBJECTID 16988 BRKEY 16611 NBI No. 16611 On Under 1 Structure No. 5569 0197 X Control No. Lane Ind. Milepoint Facility Carried FAU 9221 (ROCKWELL Feature Intersected I-40 UNDER Division 04 County 109 Location 2 MI E CANADIAN C/L Sufficiency 80.3 Kind Hwy 5 Level Service 1 Route No. 09221 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1965 ADT Total 3000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 27.999 Underclearance Left 4.498 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 256.001 Deck Width 34.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 58.4 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1604 Min Measured Clearance 1511 NBI Rating 16611 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 2.999 Description (2)-32ft. I-BM & (90ft.-100ft. CONT.) PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0197 X H Index 69.5244 Latitude 35:27:36.33 Longitude -97:38:11.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name ROCKWELL AVE 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 16611 Vault Link http://plansrv1/bridgemaintvault/b16611 GIS FO/SD Meets Standards H Inv. Method 24.4 Latitude DD 35.46009167 Longitude DD -97.63647778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16988 x -10868842.9893184 y 4226582.88270143
16610	7280R0930SX	16610	Tulsa	S.H. 51	E 51ST ST. UNDER	7280R0930SX	61ft.-122ft.-61ft. CONT. P	1965	36.05333333	-95.75666667	247.047	32.999	—	3	59	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	35760	1999	5	Unmatched
Raw data OBJECTID 16987 BRKEY 16610 NBI No. 16610 On Under 1 Structure No. 7280R0930SX Control No. 080 Lane Ind. S Milepoint 09300 Facility Carried S.H. 51 Feature Intersected E 51ST ST. UNDER Division 08 County 143 Location 3.1 MI SE JCT US 64 Sufficiency 65.5 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total 35760 ADT Year 1999 Design Load HS 20 Skew 59 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 247.047 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 23500 Future ADT Year 2017 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16610 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 61ft.-122ft.-61ft. CONT. P Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0930SX H Index 100 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 51 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 16610 Vault Link http://plansrv1/bridgemaintvault/b16610 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16987 x -10659583.3737656 y 4307962.43971303
16609	7280R0930NX	16609	Tulsa	S.H. 51	E 51ST ST. UNDER	7280R0930NX	10ft.-122ft.-61ft. CONT. P	1965	36.05333333	-95.75666667	247.047	32.999	—	3	59	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	35760	1999	5	Unmatched
Raw data OBJECTID 16986 BRKEY 16609 NBI No. 16609 On Under 1 Structure No. 7280R0930NX Control No. 080 Lane Ind. N Milepoint 09300 Facility Carried S.H. 51 Feature Intersected E 51ST ST. UNDER Division 08 County 143 Location 3.1 MI SE JCT US 64 Sufficiency 65.5 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 27.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1965 ADT Total 35760 ADT Year 1999 Design Load HS 20 Skew 59 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 1.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 247.047 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 3 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 23500 Future ADT Year 2017 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16609 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 10ft.-122ft.-61ft. CONT. P Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7280R0930NX H Index 100 Latitude 36:03:12 Longitude -95:45:24 I257A _ I257B _ I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 51 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 16609 Vault Link http://plansrv1/bridgemaintvault/b16609 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.05333333 Longitude DD -95.75666667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16986 x -10659583.3737656 y 4307962.43971303
16608	4603R0527EX	16608	McIntosh	U.S. 69	S.H. 9 UNDER	4603R0527EX	(66ft.-80ft.-66ft. CONT.)	1965	35.18666667	-95.63166667	242.126	32.999	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	40.1	Poor (4)	Serious (3)	Satisfactory (6)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4950	2001	5	Unmatched
Raw data OBJECTID 16985 BRKEY 16608 NBI No. 16608 On Under 1 Structure No. 4603R0527EX Control No. 003 Lane Ind. E Milepoint 05270 Facility Carried U.S. 69 Feature Intersected S.H. 9 UNDER Division 01 County 091 Location 5.2 MI N PITTSBURG CO Sufficiency 40.1 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 30 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 4950 ADT Year 2001 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.126 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 3 Super Rating 6 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 10304 Future ADT Year 2022 Bypass Detour 8.699197 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16608 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (66ft.-80ft.-66ft. CONT.) Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4603R0527EX H Index 58.943 Latitude 35:11:12 Longitude -95:37:54 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 69 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16608 Vault Link http://plansrv1/bridgemaintvault/b16608 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.18666667 Longitude DD -95.63166667 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16985 x -10645668.4374165 y 4189277.42237352
16607	4603R0527WX	16607	McIntosh	U.S. 69	S.H. 9 UNDER	4603R0527WX	(66ft.-80ft.-66ft. CONT) 3	1965	35.18666667	-95.63166667	242.126	32.999	—	3	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	41.3	Poor (4)	Critical (2)	Satisfactory (6)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4950	2001	5	Unmatched
Raw data OBJECTID 16984 BRKEY 16607 NBI No. 16607 On Under 1 Structure No. 4603R0527WX Control No. 003 Lane Ind. W Milepoint 05270 Facility Carried U.S. 69 Feature Intersected S.H. 9 UNDER Division 01 County 091 Location 5.2 MI N PITTSBURG CO Sufficiency 41.3 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 30 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1965 ADT Total 4950 ADT Year 2001 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.126 Deck Width 32.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating 2 Super Rating 6 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 10304 Future ADT Year 2022 Bypass Detour 8.699197 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16607 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (66ft.-80ft.-66ft. CONT) 3 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4603R0527WX H Index 51.4953 Latitude 35:11:12 Longitude -95:37:54 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name U.S. 69 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16607 Vault Link http://plansrv1/bridgemaintvault/b16607 GIS FO/SD SD H Inv. Method 35.715 Latitude DD 35.18666667 Longitude DD -95.63166667 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16984 x -10645668.4374165 y 4189277.42237352
16606	6134T0500 X	16606	Pittsburg	IND. NATION TP	S.H. 31 &U.P. R.R. UNDER	6134T0500 X	55ft.,2-67.6ft.,55ft. PC B	1965	34.92534167	-95.83299444	246.063	73.999	—	4	12	4	67.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.8	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)	Z	8400	2022	5	Unmatched
Raw data OBJECTID 16983 BRKEY 16606 NBI No. 16606 On Under 1 Structure No. 6134T0500 X Control No. 034 Lane Ind. Milepoint 05000 Facility Carried IND. NATION TP Feature Intersected S.H. 31 &U.P. R.R. UNDER Division 02 County 121 Location 18.3 MI E SH31A Sufficiency 89.8 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 32.999 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 1965 ADT Total 8400 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 4 Road Width 67.001 Ref. Underclearance Rt. H Underclearance Right 3.002 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 81.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 246.063 Deck Width 73.999 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.8 HS Inv. Rating Method 1 HS Inv. Method 34.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13440 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 2700 Min Measured Clearance 2700 NBI Rating 16606 ODOT County 61 Nav. Control N 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 55ft.,2-67.6ft.,55ft. PC B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6134T0500 X H Index 97.7305 Latitude 34:55:31.23 Longitude -95:49:58.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name IND. NATION TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 36.45 NBI Text 16606 Vault Link http://plansrv1/bridgemaintvault/b16606 GIS FO/SD FO H Inv. Method 35.8 Latitude DD 34.92534167 Longitude DD -95.83299444 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16983 x -10668080.1422554 y 4153739.99802106
16886	2431 1543 X	16886	Garfield	U.S. 64 / U.S. 412	CREEK	2431 1543 X	3-10ft. X 14ft. X 214ft. R.C.BOX	1967	36.39731389	-97.55953333	31.998	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	5100	2022	5	Unmatched
Raw data OBJECTID 16977 BRKEY 16886 NBI No. 16886 On Under 1 Structure No. 2431 1543 X Control No. 031 Lane Ind. Milepoint 15430 Facility Carried U.S. 64 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 18.4 MI E JCT US 81 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 5100 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 12 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 31.998 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 99.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2042 Bypass Detour 28.999999 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 16886 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 14ft. X 214ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2431 1543 X H Index 99.5411 Latitude 36:23:50.33 Longitude -97:33:34.32 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 & 412 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16886 Vault Link http://plansrv1/bridgemaintvault/b16886 GIS FO/SD Meets Standards H Inv. Method 83.41 Latitude DD 36.39731389 Longitude DD -97.55953333 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16977 x -10860277.572325 y 4355429.77343969
16796	0905R3537 X	16796	Canadian	SARAH RD.	I-40 UNDER	0905 3537 X	37ft.(2-75ft. CONT.)37ft. I-BM. SPANS SK. 78 DEG. 21ft.30ft.	1966	35.46049722	-97.70690833	226.05	31.001	—	2	12	2	27.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	500	2017	5	Unmatched
Raw data OBJECTID 16976 BRKEY 16796 NBI No. 16796 On Under 1 Structure No. 0905R3537 X Control No. Lane Ind. Milepoint Facility Carried SARAH RD. Feature Intersected I-40 UNDER Division 04 County 017 Location 35.3 MI. E. CADDO CO Sufficiency 92.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1966 ADT Total 500 ADT Year 2017 Design Load HS 20 Skew 12 No. Main Spans 2 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 5.899 Underclearance Left 21.033 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 226.05 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.351 HS Inv. Rating Method 1 HS Inv. Method 40.455 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2037 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1608 Min Measured Clearance 1600 NBI Rating 16796 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.(2-75ft. CONT.)37ft. I-BM. SPANS SK. 78 DEG. 21ft.30ft. Route Flag Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0905 3537 X H Index 84.2679 Latitude 35:27:37.79 Longitude -97:42:24.87 I257A 0 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name SARAH RD. 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 16796 Vault Link http://plansrv1/bridgemaintvault/b16796 GIS FO/SD Meets Standards H Inv. Method 22.928 Latitude DD 35.46049722 Longitude DD -97.70690833 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 16976 x -10876683.2822807 y 4226638.30889654
16794	7209 1338SX	16794	Tulsa	I-244	MINGO CREEK	7209 1338SX	64ft.,80ft.,64ft.WLDCONPLT	1966	36.16411389	-95.86675556	210	63.999	—	3	0	4	61.024	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	44600	2022	5	Unmatched
Raw data OBJECTID 16974 BRKEY 16794 NBI No. 16794 On Under 1 Structure No. 7209 1338SX Control No. 009 Lane Ind. S Milepoint 13380 Facility Carried I-244 Feature Intersected MINGO CREEK Division 08 County 143 Location 6.38 MI E JCT I 444 Sufficiency 94.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60.696 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 1966 ADT Total 44600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 61.024 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 61.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210 Deck Width 63.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 71360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16794 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 64ft.,80ft.,64ft.WLDCONPLT Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1338SX H Index 98.212 Latitude 36:09:50.81 Longitude -95:52:00.32 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 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 16794 Vault Link http://plansrv1/bridgemaintvault/b16794 GIS FO/SD Meets Standards H Inv. Method 21.1 Latitude DD 36.16411389 Longitude DD -95.86675556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16974 x -10671838.4129424 y 4323226.75084055