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
18776	5570 0128WX	18776	Oklahoma	I-44	I-240 UNDER	5570 0128WX	135ft.-150ft. CONT. PLATE GIRDER SPANS SK.46 DEG.11ft.03ft. & 47 DEG.56ft.40ft.	1974	35.39604167	-97.57464722	287.001	27.001	—	2	43	1	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.4	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29050	2022	5	Unmatched
Raw data OBJECTID 19422 BRKEY 18776 NBI No. 18776 On Under 1 Structure No. 5570 0128WX Control No. 070 Lane Ind. W Milepoint 01280 Facility Carried I-44 Feature Intersected I-240 UNDER Division 04 County 109 Location 4.8 MI S I-40 Sufficiency 92.4 Kind Hwy 1 Level Service 1 Route No. 00044 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 11 - Principal Arterial Interstate (Rural) Year Built 1974 ADT Total 29050 ADT Year 2022 Design Load HS 20 Skew 43 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 12.1 Underclearance Left 12.201 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 287.001 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. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.9 HS Inv. Rating Method 1 HS Inv. Method 32.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 46480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1904 Min Measured Clearance 1608 NBI Rating 18776 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. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 135ft.-150ft. CONT. PLATE GIRDER SPANS SK.46 DEG.11ft.03ft. & 47 DEG.56ft.40ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5570 0128WX H Index 81.4159 Latitude 35:23:45.75 Longitude -97:34:28.73 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18776 Vault Link http://plansrv1/bridgemaintvault/b18776 GIS FO/SD FO H Inv. Method 18.3 Latitude DD 35.39604167 Longitude DD -97.57464722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19422 x -10861960.0428637 y 4217832.72351453
19066	0804 0239 X	19066	Caddo	U.S. 62	HOG CREEK	0804 0239 X	3-60ft. PRESTRESSED CONC. BM. SPANS SK.30 DEG.	1975	35.04349722	-98.31915	182.087	35	—	3	30	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 19421 BRKEY 19066 NBI No. 19066 On Under 1 Structure No. 0804 0239 X Control No. 004 Lane Ind. Milepoint 02390 Facility Carried U.S. 62 Feature Intersected HOG CREEK Division 07 County 015 Location 2.3 MI E JCT SH 9 Sufficiency 74.3 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1975 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.031 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.087 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 32.932673 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 19066 ODOT County 08 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PRESTRESSED CONC. BM. SPANS SK.30 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0804 0239 X H Index 97.087 Latitude 35:02:36.59 Longitude -98:19:08.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08 NBI Text 19066 Vault Link http://plansrv1/bridgemaintvault/b19066 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.04349722 Longitude DD -98.31915 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19421 x -10944837.7132275 y 4169793.814742
19065	5906 2156 X	19065	Pawnee	BEAR GLEN RD.	U.S. 64 UNDER	5906 2156 X	2-85ft. 3IN. PRESTRESSED CO	1975	36.18680833	-96.27120556	170.5	45.699	—	2	0	2	42.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 19420 BRKEY 19065 NBI No. 19065 On Under 1 Structure No. 5906 2156 X Control No. Lane Ind. Milepoint Facility Carried BEAR GLEN RD. Feature Intersected U.S. 64 UNDER Division 08 County 117 Location 21.3 MI E SH 99 Sufficiency 99.5 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 42.75 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 42.75 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 170.5 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.7 HS Inv. Rating Method 1 HS Inv. Method 34.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1603 Max Measured Clearance 1605 Min Measured Clearance 1604 NBI Rating 19065 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-85ft. 3IN. PRESTRESSED CO Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5906 2156 X H Index 82.5022 Latitude 36:11:12.51 Longitude -96:16:16.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name BEAR GLEN 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 19065 Vault Link http://plansrv1/bridgemaintvault/b19065 GIS FO/SD Meets Standards H Inv. Method 23.5 Latitude DD 36.18680833 Longitude DD -96.27120556 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19420 x -10716861.5809938 y 4326356.4488989
19064	3622 0992 X	19064	Kay	S.H. 11	BOIS D'ARC CREEK	3622 0992 X	50ft.-60ft.-50ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. LF	1975	36.81094722	-97.10298333	162.881	45.699	—	3	30	2	42.749	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 19419 BRKEY 19064 NBI No. 19064 On Under 1 Structure No. 3622 0992 X Control No. 022 Lane Ind. Milepoint 09920 Facility Carried S.H. 11 Feature Intersected BOIS D'ARC CREEK Division 04 County 071 Location 10.1 MI E JCT US 177 Sufficiency 96.8 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.749 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 1975 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 42.749 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.881 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.3 HS Inv. Rating Method 1 HS Inv. Method 32.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 9.941939 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 19064 ODOT County 36 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3622 0992 X H Index 81.208 Latitude 36:48:39.41 Longitude -97:06:10.74 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19064 Vault Link http://plansrv1/bridgemaintvault/b19064 GIS FO/SD Meets Standards H Inv. Method 26.2 Latitude DD 36.81094722 Longitude DD -97.10298333 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19419 x -10809454.6588033 y 4412787.92639564
19063	6034 0210 X	19063	Payne	S.H. 108	CIMARRON TP UNDER	6034 0210 X	(2) - 81ft. PRESTRESSED CONC.BM. SPANS SK. 22 DEG. 46ft.40ft.	1975	36.237358	-96.925797	162.073	35	—	2	23	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 19418 BRKEY 19063 NBI No. 19063 On Under 1 Structure No. 6034 0210 X Control No. Lane Ind. Milepoint Facility Carried S.H. 108 Feature Intersected CIMARRON TP UNDER Division 04 County 119 Location 8.3 MI N SH51 Sufficiency 85.8 Kind Hwy 3 Level Service 1 Route No. 00108 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 2 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.073 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 72.3 HS Inv. Rating Method 3 HS Inv. Method 43.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2240 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1705 Max Measured Clearance 1800 Min Measured Clearance 1708 NBI Rating 19063 ODOT County 60 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) - 81ft. PRESTRESSED CONC.BM. SPANS SK. 22 DEG. 46ft.40ft. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6034 0210 X H Index 90.6062 Latitude 36:14:14.49 Longitude -96:55:32.87 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 108 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 28.48 NBI Text 19063 Vault Link http://plansrv1/bridgemaintvault/b19063 GIS FO/SD Meets Standards H Inv. Method 43.4 Latitude DD 36.237358 Longitude DD -96.925797 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19418 x -10789730.3667722 y 4333330.81012014
19062	6134T1790 X	19062	Pittsburg	CO. RD. 6118C	IND. NATION TP UNDER	6134T1790 X	36ft.,2-44ft.,36ft. PC BM SPANS	1975	35.10166667	-95.88916667	162.073	22.999	—	4	14	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 19417 BRKEY 19062 NBI No. 19062 On Under 1 Structure No. 6134T1790 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. 6118C Feature Intersected IND. NATION TP UNDER Division 02 County 121 Location 23.66 MI'S S. JCT I-40 Sufficiency 86 Kind Hwy 4 Level Service 1 Route No. 06118 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.2 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 14 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 6.201 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 162.073 Deck Width 22.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 60.5 HS Inv. Rating Method 1 HS Inv. Method 32.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1611 Min Measured Clearance 1608 NBI Rating 19062 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft.,2-44ft.,36ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6134T1790 X H Index 96.9872 Latitude 35:06:06 Longitude -95:53:21 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 6118C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 23.66 NBI Text 19062 Vault Link http://plansrv1/bridgemaintvault/b19062 GIS FO/SD Meets Standards H Inv. Method 23.5 Latitude DD 35.10166667 Longitude DD -95.88916667 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19417 x -10674333.2062957 y 4177705.83577563
19061	5569 0496NX	19061	Oklahoma	I-40 WB	FAU 9281 (PORTLAND) UND	5569 0496NX	30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS	1966	35.460356	-97.583611	168.999	67.999	—	4	0	4	64.902	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	56150	2022	5	Unmatched
Raw data OBJECTID 19416 BRKEY 19061 NBI No. 19061 On Under 1 Structure No. 5569 0496NX Control No. 069 Lane Ind. N Milepoint 04960 Facility Carried I-40 WB Feature Intersected FAU 9281 (PORTLAND) UND Division 04 County 109 Location 5 MI E CANADIAN C/L Sufficiency 84.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 64.902 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 56150 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 64.902 Ref. Underclearance Rt. H Underclearance Right 9.4 Underclearance Left 5.797 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 64.902 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 67.999 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 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 89840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1407 Max Measured Clearance 1508 Min Measured Clearance 1410 NBI Rating 19061 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. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0.499 Description 30ft.-53ft.-53ft.-30ft. CONT. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0496NX H Index 90.3235 Latitude 35:27:37.28 Longitude -97:35:01 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-40 WB Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19061 Vault Link http://plansrv1/bridgemaintvault/b19061 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.460356 Longitude DD -97.583611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19416 x -10862957.8862889 y 4226619.00844004
18775	5570 0128EX	18775	Oklahoma	I-44	I-240 UNDER	5570 0128EX	130ft.-146ft. CONT. PLATE GIRDER SPANS SK.47 DEG 55ft.52ft.	1974	35.39580556	-97.57420278	277.999	43.701	—	2	43	2	40.699	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.4	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	28650	2022	5	Unmatched
Raw data OBJECTID 19403 BRKEY 18775 NBI No. 18775 On Under 1 Structure No. 5570 0128EX Control No. 070 Lane Ind. E Milepoint 01280 Facility Carried I-44 Feature Intersected I-240 UNDER Division 04 County 109 Location 4.8 MI S I-40 Sufficiency 96.4 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.699 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1974 ADT Total 28650 ADT Year 2022 Design Load HS 20 Skew 43 No. Main Spans 2 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 11.099 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 277.999 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.32 HS Inv. Rating Method 1 HS Inv. Method 34.392 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 45840 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 2001 Min Measured Clearance 1701 NBI Rating 18775 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. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 130ft.-146ft. CONT. PLATE GIRDER SPANS SK.47 DEG 55ft.52ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5570 0128EX H Index 87.5102 Latitude 35:23:44.9 Longitude -97:34:27.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18775 Vault Link http://plansrv1/bridgemaintvault/b18775 GIS FO/SD Meets Standards H Inv. Method 19.07 Latitude DD 35.39580556 Longitude DD -97.57420278 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19403 x -10861910.5680292 y 4217800.4803297
18774	6018 1463NX	18774	Payne	S.H. 51 W.B.	STILLWATER CREEK	6018 1463NX	3-100ft. PRESTRESSED CONC. BM. SPAN SK. 60 DEG. RF	1974	36.11611111	-97.10277778	305.118	43.701	—	3	60	2	40.499	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Fair (5)	Good (7)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	7100	2022	5	Unmatched
Raw data OBJECTID 19402 BRKEY 18774 NBI No. 18774 On Under 1 Structure No. 6018 1463NX Control No. 018 Lane Ind. N Milepoint 14630 Facility Carried S.H. 51 W.B. Feature Intersected STILLWATER CREEK Division 04 County 119 Location 2.9 MI W JCT US 177 Sufficiency 88.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 85 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 1974 ADT Total 7100 ADT Year 2022 Design Load HS 20 Skew 60 No. Main Spans 3 Road Width 40.499 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 305.118 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 74.7 HS Inv. Rating Method 3 HS Inv. Method 37.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 11360 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18774 ODOT County 60 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PRESTRESSED CONC. BM. SPAN SK. 60 DEG. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6018 1463NX H Index 94.5435 Latitude 36:06:58 Longitude -97:06:10 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 W.B. (SIXTH ST) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18774 Vault Link http://plansrv1/bridgemaintvault/b18774 GIS FO/SD Meets Standards H Inv. Method 37.7 Latitude DD 36.11611111 Longitude DD -97.10277778 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 19402 x -10809431.777082 y 4316609.86591654
18773	5505 0230EX	18773	Oklahoma	I-44 NB	INDEPENDENCE AVE UNDER	5505 0230EX	37ft.-103ft.-(VARIES)-91ft.-37ft. PLATE GIRDER SPANS SK LF 39 DEG.59ft.50ft. & 54 DEG RF.	1974	35.42751111	-97.57456389	318.934	55.748	—	5	51	3	52.749	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	55650	2022	5	Unmatched
Raw data OBJECTID 19401 BRKEY 18773 NBI No. 18773 On Under 1 Structure No. 5505 0230EX Control No. 005 Lane Ind. E Milepoint 02300 Facility Carried I-44 NB Feature Intersected INDEPENDENCE AVE UNDER Division 04 County 109 Location 2.3 MI N I-240 Sufficiency 97.5 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.749 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 1974 ADT Total 55650 ADT Year 2022 Design Load HS 20 Skew 51 No. Main Spans 5 Road Width 52.749 Ref. Underclearance Rt. H Underclearance Right 14.99 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 3 - Steel Design 02 Length 318.934 Deck Width 55.748 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.02 HS Inv. Rating Method 1 HS Inv. Method 48.612 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 89040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1601 Min Measured Clearance 1510 NBI Rating 18773 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.-103ft.-(VARIES)-91ft.-37ft. PLATE GIRDER SPANS SK LF 39 DEG.59ft.50ft. & 54 DEG RF. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0230EX H Index 87.3628 Latitude 35:25:39.04 Longitude -97:34:28.43 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18773 Vault Link http://plansrv1/bridgemaintvault/b18773 GIS FO/SD Meets Standards H Inv. Method 31.636 Latitude DD 35.42751111 Longitude DD -97.57456389 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19401 x -10861950.7666105 y 4222131.03598745
18772	5505 0148 X	18772	Oklahoma	I-44 WB	S.H. 152 RAMP UNDER	5505 0148WX	79ft.-115ft.-79ft. CONT. PLATE GIRDER SPANS SK. VARIES	1974	35.417058	-97.580969	275.499	75.299	—	3	0	3	69.301	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	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	128300	2022	5	Unmatched
Raw data OBJECTID 19400 BRKEY 18772 NBI No. 18772 On Under 1 Structure No. 5505 0148 X Control No. 005 Lane Ind. Milepoint 01480 Facility Carried I-44 WB Feature Intersected S.H. 152 RAMP UNDER Division 04 County 109 Location JCT 1-44/S.H. 152 Sufficiency 84 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 6 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 69.301 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 1974 ADT Total 128300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 69.301 Ref. Underclearance Rt. H Underclearance Right 6.099 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 69.301 Span Type Main M Material 4 - Steel Continuous Design 02 Length 275.499 Deck Width 75.299 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 205280 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1602 Max Measured Clearance 1608 Min Measured Clearance 1605 NBI Rating 18772 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. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 79ft.-115ft.-79ft. CONT. PLATE GIRDER SPANS SK. VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0148WX H Index 97.6737 Latitude 35:25:01.41 Longitude -97:34:51.49 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18772 Vault Link http://plansrv1/bridgemaintvault/b18772 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.417058 Longitude DD -97.580969 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19400 x -10862663.7801942 y 4220703.0921698
18771	5505 0230WX	18771	Oklahoma	I-44 SB	INDEPENDENCE AVE UNDER	5505 0230WX	60ft.-114ft.-60ft. CONT. PLATE GIRDER SPANS SK.53 DEG.22ft.	1974	35.428019	-97.574744	240	55.699	—	3	37	3	52.7	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.5	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	62850	2022	5	Unmatched
Raw data OBJECTID 19399 BRKEY 18771 NBI No. 18771 On Under 1 Structure No. 5505 0230WX Control No. 005 Lane Ind. W Milepoint 02300 Facility Carried I-44 SB Feature Intersected INDEPENDENCE AVE UNDER Division 04 County 109 Location 2.3 MI N I-240 Sufficiency 81.5 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.7 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 1974 ADT Total 62850 ADT Year 2022 Design Load HS 20 Skew 37 No. Main Spans 3 Road Width 52.7 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.7 Span Type Main M Material 4 - Steel Continuous Design 02 Length 240 Deck Width 55.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 100560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1508 Min Measured Clearance 1506 NBI Rating 18771 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.-114ft.-60ft. CONT. PLATE GIRDER SPANS SK.53 DEG.22ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0230WX H Index 97.0716 Latitude 35:25:40.87 Longitude -97:34:29.08 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 SB 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 18771 Vault Link http://plansrv1/bridgemaintvault/b18771 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.428019 Longitude DD -97.574744 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19399 x -10861970.816364 y 4222200.42086241
19060	6622 0816 X	19060	Rogers	S.H. 88	PANTHER CREEK	6622 0816 X	3-50ft. PRESTRESSED CONC. BM SPANS SK. 60 DEG.	1975	36.271822	-95.576569	152.887	45.75	—	3	30	2	42.75	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.1	Satisfactory (6)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3700	2022	5	Unmatched
Raw data OBJECTID 19398 BRKEY 19060 NBI No. 19060 On Under 1 Structure No. 6622 0816 X Control No. 022 Lane Ind. Milepoint 08160 Facility Carried S.H. 88 Feature Intersected PANTHER CREEK Division 08 County 131 Location 3.8 MI S JCT SH 66 Sufficiency 84.1 Kind Hwy 3 Level Service 1 Route No. 00088 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.75 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 1975 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 42.75 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.75 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.887 Deck Width 45.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.7 HS Inv. Rating Method 1 HS Inv. Method 29.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 39.767756 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 19060 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PRESTRESSED CONC. BM SPANS SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6622 0816 X H Index 88.6777 Latitude 36:16:18.56 Longitude -95:34:35.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 88 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 19060 Vault Link http://plansrv1/bridgemaintvault/b19060 GIS FO/SD Meets Standards H Inv. Method 23.2 Latitude DD 36.271822 Longitude DD -95.576569 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19398 x -10639534.9928482 y 4338088.40960198
19059	2402 0648SX	19059	Garfield	U.S. 60 / U.S. 412	CLEAR CREEK	2402 0648SX	6-25ft. CONC. SLAB SPANS	1975	36.390833	-97.9875	150	43.999	—	6	0	2	42.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4600	2022	5	Unmatched
Raw data OBJECTID 19397 BRKEY 19059 NBI No. 19059 On Under 1 Structure No. 2402 0648SX Control No. 002 Lane Ind. S Milepoint 06480 Facility Carried U.S. 60 / U.S. 412 Feature Intersected CLEAR CREEK Division 04 County 047 Location 6.4 MI E MAJOR C/L Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1975 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 1 - Concrete Design 01 Length 150 Deck Width 43.999 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 6 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.6 HS Inv. Rating Method 1 HS Inv. Method 39.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 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 _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19059 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-25ft. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 0648SX H Index 75.3646 Latitude 36:23:27 Longitude -97:59:15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60, 412 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19059 Vault Link http://plansrv1/bridgemaintvault/b19059 GIS FO/SD Meets Standards H Inv. Method 22.1 Latitude DD 36.390833 Longitude DD -97.9875 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19397 x -10907918.6041059 y 4354533.51312874
19058	5505 0391WX	19058	Oklahoma	I-44 SB	SW 15TH ST. UNDER	5505 0391WX	2-75ft. CONT. PLATE GIRDER SPANS SK. 77 DEG.41ft.53ft.	1975	35.449475	-97.570781	152.001	55.417	—	2	15	3	52.7	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	62800	2022	5	Unmatched
Raw data OBJECTID 19396 BRKEY 19058 NBI No. 19058 On Under 1 Structure No. 5505 0391WX Control No. 005 Lane Ind. W Milepoint 03910 Facility Carried I-44 SB Feature Intersected SW 15TH ST. UNDER Division 04 County 109 Location 3.9 MI N I-240 Sufficiency 83.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.7 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 1975 ADT Total 62800 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 2 Road Width 52.7 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 4.498 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 152.001 Deck Width 55.417 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 100480 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1610 Min Measured Clearance 1605 NBI Rating 19058 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. CONT. PLATE GIRDER SPANS SK. 77 DEG.41ft.53ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0391WX H Index 88.6911 Latitude 35:26:58.11 Longitude -97:34:14.81 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 SB 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 19058 Vault Link http://plansrv1/bridgemaintvault/b19058 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.449475 Longitude DD -97.570781 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19396 x -10861529.657222 y 4225132.01026546
19057	5505 0391EX	19057	Oklahoma	I-44 NB	SW 15TH ST. UNDER	5505 0391EX	2-75ft. CONT. PLATE GIRDER SPANS SK. 75 DEG.05ft.09ft.	1975	35.449475	-97.570083	152.001	55.748	—	2	13	3	52.749	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.4	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	61950	2022	5	Unmatched
Raw data OBJECTID 19395 BRKEY 19057 NBI No. 19057 On Under 1 Structure No. 5505 0391EX Control No. 005 Lane Ind. E Milepoint 03910 Facility Carried I-44 NB Feature Intersected SW 15TH ST. UNDER Division 04 County 109 Location 3.9 MI N I-240 Sufficiency 84.4 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 52.749 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 1975 ADT Total 61950 ADT Year 2022 Design Load HS 20 Skew 13 No. Main Spans 2 Road Width 52.749 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 4.498 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 152.001 Deck Width 55.748 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 99120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1705 Min Measured Clearance 1700 NBI Rating 19057 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. CONT. PLATE GIRDER SPANS SK. 75 DEG.05ft.09ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0391EX H Index 79.3772 Latitude 35:26:58.11 Longitude -97:34:12.3 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19057 Vault Link http://plansrv1/bridgemaintvault/b19057 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.449475 Longitude DD -97.570083 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19395 x -10861451.9562174 y 4225132.01026546
19056	3508 0120 X	19056	Johnston	S.H. 7D	DELAWARE CREEK	3508 0120 X	3-50ft. PC BMS	1975	34.38938333	-96.49615556	151.903	35.105	—	3	0	2	32.152	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.4	Fair (5)	Excellent (9)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	290	2022	5	Unmatched
Raw data OBJECTID 19394 BRKEY 19056 NBI No. 19056 On Under 1 Structure No. 3508 0120 X Control No. 008 Lane Ind. Milepoint 01200 Facility Carried S.H. 7D Feature Intersected DELAWARE CREEK Division 03 County 069 Location .7 MI N JCT SH7 Sufficiency 88.4 Kind Hwy 3 Level Service 1 Route No. 0007D Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 290 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 151.903 Deck Width 35.105 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 9 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 464 Future ADT Year 2042 Bypass Detour 24.233476 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 19056 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PC BMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3508 0120 X H Index 99.9247 Latitude 34:23:21.78 Longitude -96:29:46.16 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7D 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 19056 Vault Link http://plansrv1/bridgemaintvault/b19056 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.38938333 Longitude DD -96.49615556 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19394 x -10741902.9004477 y 4081207.3019215
18860	5504 1413 X	18860	Oklahoma	U.S. 62	CREEK	5504 1413 X	2-10ft. X 8ft. X 101ft. R.C.BOX SK 60 DEG. W/ DROP INLET	1975	35.4931	-97.21754167	22.402	0	—	2	30	5	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	9500	2022	5	Unmatched
Raw data OBJECTID 19384 BRKEY 18860 NBI No. 18860 On Under 1 Structure No. 5504 1413 X Control No. 004 Lane Ind. Milepoint 14130 Facility Carried U.S. 62 Feature Intersected CREEK Division 04 County 109 Location 14.2 MI E OF JCT I-35 Sufficiency 81.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 85.997 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 1975 ADT Total 9500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 5 Fill RCB 5 Appr. Roadway Width 77.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.402 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 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 56.7 HS Inv. Rating Method 2 HS Inv. Method 34 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 15200 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18860 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 8ft. X 101ft. R.C.BOX SK 60 DEG. W/ DROP INLET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5504 1413 X H Index 90.8317 Latitude 35:29:35.16 Longitude -97:13:03.15 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18860 Vault Link http://plansrv1/bridgemaintvault/b18860 GIS FO/SD Meets Standards H Inv. Method 18.9 Latitude DD 35.4931 Longitude DD -97.21754167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 19384 x -10822207.2348782 y 4231095.01950568
18859	3534 1380 X	18859	Johnston	S.H. 78	CREEK	3534 1380 X	2-10ft.X6ft.X60ft. RC BOX	1975	34.23763333	-96.61139722	25.919	23.95	—	2	30	2	23.95	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2400	2022	5	Unmatched
Raw data OBJECTID 19383 BRKEY 18859 NBI No. 18859 On Under 1 Structure No. 3534 1380 X Control No. 034 Lane Ind. Milepoint 13800 Facility Carried S.H. 78 Feature Intersected CREEK Division 03 County 069 Location 1.6 MI E SH 22 Sufficiency 75.6 Kind Hwy 3 Level Service 1 Route No. 00078 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 2400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 23.95 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 Deck Width 23.95 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 65.84 HS Inv. Rating Method 2 HS Inv. Method 39.49 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3840 Future ADT Year 2042 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18859 ODOT County 35 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X6ft.X60ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3534 1380 X H Index 100 Latitude 34:14:15.48 Longitude -96:36:41.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 78 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18859 Vault Link http://plansrv1/bridgemaintvault/b18859 GIS FO/SD FO H Inv. Method 21.94 Latitude DD 34.23763333 Longitude DD -96.61139722 ODOT County Number 35 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19383 x -10754731.5433571 y 4060755.1836833
18858	4058 1107 X	18858	Le Flore	S.H. 112	CREEK	4058 1107 X	(2) 10ft. X 9ft. X 243ft. RCB SK 30°	1975	35.19526944	-94.49096111	26.601	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	9400	2022	5	Unmatched
Raw data OBJECTID 19382 BRKEY 18858 NBI No. 18858 On Under 1 Structure No. 4058 1107 X Control No. 058 Lane Ind. Milepoint 11070 Facility Carried S.H. 112 Feature Intersected CREEK Division 02 County 079 Location 11.07 NE JCT US-271 Sufficiency 82.9 Kind Hwy 3 Level Service 1 Route No. 00112 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 07 - Major Collector (Rural) Year Built 1975 ADT Total 9400 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 25 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 26.601 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 8 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 15040 Future ADT Year 2042 Bypass Detour 19.883878 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 18858 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 9ft. X 243ft. RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4058 1107 X H Index 99.34 Latitude 35:11:42.97 Longitude -94:29:27.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 112 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 193 NBI Text 18858 Vault Link http://plansrv1/bridgemaintvault/b18858 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.19526944 Longitude DD -94.49096111 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19382 x -10518685.6753322 y 4190449.24576884
18857	6018 0718NX	18857	Payne	S.H. 51	HUNT CREEK	6018 0718NX	(2)-12ft. X 12ft. X 91.5ft. R.C.BOX	1975	36.10083333	-97.22861111	24.902	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4950	2022	5	Unmatched
Raw data OBJECTID 19381 BRKEY 18857 NBI No. 18857 On Under 1 Structure No. 6018 0718NX Control No. 018 Lane Ind. N Milepoint 07180 Facility Carried S.H. 51 Feature Intersected HUNT CREEK Division 04 County 119 Location 7.3 MI E LOGAN C/L Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 91.499 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 1975 ADT Total 4950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 9 Appr. Roadway Width 35.997 Span Type Main M Material 1 - Concrete Design 19 Length 24.902 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 57.28 HS Inv. Rating Method 2 HS Inv. Method 34.36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 7920 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 18857 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 (2)-12ft. X 12ft. X 91.5ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6018 0718NX H Index 97.1765 Latitude 36:06:03 Longitude -97:13:43 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 18857 Vault Link http://plansrv1/bridgemaintvault/b18857 GIS FO/SD Meets Standards H Inv. Method 19.99 Latitude DD 36.10083333 Longitude DD -97.22861111 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19381 x -10823439.4793024 y 4314504.76762732
18770	5507 0071WX	18770	Oklahoma	I-44 SB	U.P. R.R. & ST. UNDER	5507 0071WX	47ft.,2-73ft.,47ft. CONT. I-BM. SPANS SK. 72 DEG.47ft.45.65ft.	1974	35.47056944	-97.57964444	242.001	73.701	—	4	18	4	70.699	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.1	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	70350	2022	5	Unmatched
Raw data OBJECTID 19380 BRKEY 18770 NBI No. 18770 On Under 1 Structure No. 5507 0071WX Control No. 007 Lane Ind. W Milepoint 00710 Facility Carried I-44 SB Feature Intersected U.P. R.R. & ST. UNDER Division 04 County 109 Location 0.7 MI N I-40 Sufficiency 82.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 70.699 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1974 ADT Total 70350 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 4 Road Width 70.699 Ref. Underclearance Rt. H Underclearance Right 6.099 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 242.001 Deck Width 73.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.2 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 112560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2600 Max Measured Clearance 2705 Min Measured Clearance 2702 NBI Rating 18770 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. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 47ft.,2-73ft.,47ft. CONT. I-BM. SPANS SK. 72 DEG.47ft.45.65ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0071WX H Index 82.1914 Latitude 35:28:14.05 Longitude -97:34:46.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 SB 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 18770 Vault Link http://plansrv1/bridgemaintvault/b18770 GIS FO/SD Meets Standards H Inv. Method 25.6 Latitude DD 35.47056944 Longitude DD -97.57964444 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19380 x -10862516.3308495 y 4228014.96083585
18769	5507 0071EX	18769	Oklahoma	I-44 NB	U.P. R.R. & ST. UNDER	5507 0071EX	47ft.,2-74ft.,47ft. CONT. I-BM. SPANS SK. 70 DEG.30ft.	1974	35.47041667	-97.57902222	246.001	73.701	—	4	20	4	70.699	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.8	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	70350	2022	5	Unmatched
Raw data OBJECTID 19379 BRKEY 18769 NBI No. 18769 On Under 1 Structure No. 5507 0071EX Control No. 007 Lane Ind. E Milepoint 00710 Facility Carried I-44 NB Feature Intersected U.P. R.R. & ST. UNDER Division 04 County 109 Location 0.7 MI N I-40 Sufficiency 80.8 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 70.699 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1974 ADT Total 70350 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 70.699 Ref. Underclearance Rt. H Underclearance Right 2.001 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70.699 Span Type Main M Material 4 - Steel Continuous Design 02 Length 246.001 Deck Width 73.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.3 HS Inv. Rating Method 1 HS Inv. Method 34.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 112560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2602 Max Measured Clearance 2607 Min Measured Clearance 2605 NBI Rating 18769 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 47ft.,2-74ft.,47ft. CONT. I-BM. SPANS SK. 70 DEG.30ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0071EX H Index 74.2578 Latitude 35:28:13.5 Longitude -97:34:44.48 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18769 Vault Link http://plansrv1/bridgemaintvault/b18769 GIS FO/SD FO H Inv. Method 26.7 Latitude DD 35.47041667 Longitude DD -97.57902222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19379 x -10862447.0656359 y 4227994.07923408
18768	6634 0136 X	18768	Rogers	S.H. 167	BNSF R.R. & CO RD UNDER	6634 0136 X	50ft.,2-66ft.,50ft. PCBM	1974	36.18202778	-95.75974722	232.5	49.8	—	4	0	2	46.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.4	Fair (5)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	8300	2022	5	Unmatched
Raw data OBJECTID 19378 BRKEY 18768 NBI No. 18768 On Under 1 Structure No. 6634 0136 X Control No. 034 Lane Ind. Milepoint 01360 Facility Carried S.H. 167 Feature Intersected BNSF R.R. & CO RD UNDER Division 08 County 131 Location 1.3 MI N JCT I-44 Sufficiency 74.4 Kind Hwy 3 Level Service 1 Route No. 00167 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 46.001 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 1974 ADT Total 8300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 46.001 Ref. Underclearance Rt. R Underclearance Right 32.7 Underclearance Left 8.901 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 232.5 Deck Width 49.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.5 HS Inv. Rating Method 3 HS Inv. Method 24.7 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 13280 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2604 Max Measured Clearance 2711 Min Measured Clearance 2611 NBI Rating 18768 ODOT County 66 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.,2-66ft.,50ft. PCBM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6634 0136 X H Index 98.9975 Latitude 36:10:55.3 Longitude -95:45:35.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 167 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 18768 Vault Link http://plansrv1/bridgemaintvault/b18768 GIS FO/SD Meets Standards H Inv. Method 24.6 Latitude DD 36.18202778 Longitude DD -95.75974722 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 19378 x -10659926.299023 y 4325697.1072919
18767	4603 1336 X	18767	McIntosh	CO. RD. ONAPA RD	U.S. 69 UNDER	4603 1336 X	(2) 113ft. CONTINUOUS PLATE GIRDER SK 20°	1974	35.40586389	-95.55942778	230	37.7	—	2	20	2	34.701	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.9	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 19377 BRKEY 18767 NBI No. 18767 On Under 1 Structure No. 4603 1336 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. ONAPA RD Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 3.8 S JCT I-40 Sufficiency 85.9 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 34.701 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 2 Road Width 34.701 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 9.58 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34.701 Span Type Main M Material 4 - Steel Continuous Design 03 Length 230 Deck Width 37.7 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1610 Min Measured Clearance 1602 NBI Rating 18767 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 113ft. CONTINUOUS PLATE GIRDER SK 20° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1336 X H Index 79.2544 Latitude 35:24:21.11 Longitude -95:33:33.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name ONAPA RD Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1336 NBI Text 18767 Vault Link http://plansrv1/bridgemaintvault/b18767 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.40586389 Longitude DD -95.55942778 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19377 x -10637626.8409662 y 4219174.12968315
18766	5552 0545 X	18766	Oklahoma	MERIDIAN AVE.	S.H. 152 UNDER	5552 0620 X	2-115ft. CONT PLATE GIRDER SPANS	1974	35.42255	-97.60115278	232.001	80.801	—	2	0	6	78.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.2	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	2000	2022	5	Unmatched
Raw data OBJECTID 19376 BRKEY 18766 NBI No. 18766 On Under 1 Structure No. 5552 0545 X Control No. Lane Ind. Milepoint Facility Carried MERIDIAN AVE. Feature Intersected S.H. 152 UNDER Division 04 County 109 Location 1.2W OF JCT I-44/S.H. 152 Sufficiency 95.2 Kind Hwy 5 Level Service 1 Route No. N3030 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 78.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1974 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 78.999 Ref. Underclearance Rt. H Underclearance Right 13.999 Underclearance Left 26.001 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 73.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 232.001 Deck Width 80.801 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.856 HS Inv. Rating Method 1 HS Inv. Method 35.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 5.002038 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1701 Max Measured Clearance 1708 Min Measured Clearance 1605 NBI Rating 18766 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. 9 DK Surf. Type 4 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 2-115ft. CONT PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5552 0620 X H Index 92.8606 Latitude 35:25:21.18 Longitude -97:36:04.15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name N3030 (MERIDIAN AV 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 18766 Vault Link http://plansrv1/bridgemaintvault/b18766 GIS FO/SD Meets Standards H Inv. Method 21.2 Latitude DD 35.42255 Longitude DD -97.60115278 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19376 x -10864910.6283061 y 4221453.30200792
19049	6018 0552NX	19049	Payne	S.H. 51 WB	CREEK	6018 0552NX	3-45ft. PRESTRESSED CONC. BM. SPANS SK. 45 DEG. LF	1975	36.10944444	-97.25583333	138.123	43.701	—	3	45	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4950	2022	5	Unmatched
Raw data OBJECTID 19370 BRKEY 19049 NBI No. 19049 On Under 1 Structure No. 6018 0552NX Control No. 018 Lane Ind. N Milepoint 05520 Facility Carried S.H. 51 WB Feature Intersected CREEK Division 04 County 119 Location 5.6 MI E LOGAN C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.699 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 1975 ADT Total 4950 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 138.123 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57.8 HS Inv. Rating Method 3 HS Inv. Method 44.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 7920 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19049 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-45ft. PRESTRESSED CONC. BM. SPANS SK. 45 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6018 0552NX H Index 86.38 Latitude 36:06:34 Longitude -97:15:21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 WB 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 19049 Vault Link http://plansrv1/bridgemaintvault/b19049 GIS FO/SD Meets Standards H Inv. Method 44.5 Latitude DD 36.10944444 Longitude DD -97.25583333 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19370 x -10826469.8429711 y 4315691.22689368
18856	4137 0639 X	18856	Lincoln	S.H. 105	CREEK	4137 0639 X	2-12ft.X10ft.X47ft. RC BOX	1975	35.86939444	-97.02953611	25.919	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.1	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	850	2022	5	Unmatched
Raw data OBJECTID 19363 BRKEY 18856 NBI No. 18856 On Under 1 Structure No. 4137 0639 X Control No. 037 Lane Ind. Milepoint 06390 Facility Carried S.H. 105 Feature Intersected CREEK Division 03 County 081 Location 0.6 MI. W. OF US 177 Sufficiency 98.1 Kind Hwy 3 Level Service 1 Route No. 00105 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1360 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18856 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft.X10ft.X47ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4137 0639 X H Index 96.04 Latitude 35:52:09.82 Longitude -97:01:46.33 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 105 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18856 Vault Link http://plansrv1/bridgemaintvault/b18856 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.86939444 Longitude DD -97.02953611 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19363 x -10801278.5516727 y 4282665.09791347
18855	4137 0449 X	18855	Lincoln	S.H. 105	CREEK	4137 0449 X	2-10ft.X12ft.X92ft. RCBOX	1975	35.86950278	-97.06274167	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.1	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	850	2022	5	Unmatched
Raw data OBJECTID 19362 BRKEY 18855 NBI No. 18855 On Under 1 Structure No. 4137 0449 X Control No. 037 Lane Ind. Milepoint 04490 Facility Carried S.H. 105 Feature Intersected CREEK Division 03 County 081 Location 4.4 MI E OF LOGAN C/L Sufficiency 98.1 Kind Hwy 3 Level Service 1 Route No. 00105 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 11 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 6 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 1360 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18855 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X12ft.X92ft. RCBOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4137 0449 X H Index 90.76 Latitude 35:52:10.21 Longitude -97:03:45.87 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 105 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18855 Vault Link http://plansrv1/bridgemaintvault/b18855 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.86950278 Longitude DD -97.06274167 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19362 x -10804974.9777035 y 4282679.98073107
18854	1216 0395 X	18854	Choctaw	S.H. 109	CARNEY CREEK OVERFLOW	1216 0395 X	(2) 10ft. X 5ft. X 54ft. RCB	1975	33.910083	-95.429297	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 19361 BRKEY 18854 NBI No. 18854 On Under 1 Structure No. 1216 0395 X Control No. 016 Lane Ind. Milepoint 03950 Facility Carried S.H. 109 Feature Intersected CARNEY CREEK OVERFLOW Division 02 County 023 Location 3.95 E JCT US-271 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00109 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 53.999 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 1975 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 99.99 HS Inv. Rating Method 1 HS Inv. Method 74.92 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 832 Future ADT Year 2042 Bypass Detour 19.883878 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 18854 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 10ft. X 5ft. X 54ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1216 0395 X H Index 100 Latitude 33:54:36.3 Longitude -95:25:45.47 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 109 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 026 NBI Text 18854 Vault Link http://plansrv1/bridgemaintvault/b18854 GIS FO/SD Meets Standards H Inv. Method 41.62 Latitude DD 33.910083 Longitude DD -95.429297 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19361 x -10623140.7488001 y 4016734.75066234
18853	4137 0170 X	18853	Lincoln	S.H. 105	CREEK	4137 0170 X	2-10ft.X12ft.113ft. W/BRBA	1975	35.86915278	-97.11171667	22.966	0	—	3	15	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	850	2022	5	Unmatched
Raw data OBJECTID 19360 BRKEY 18853 NBI No. 18853 On Under 1 Structure No. 4137 0170 X Control No. 037 Lane Ind. Milepoint 01700 Facility Carried S.H. 105 Feature Intersected CREEK Division 03 County 081 Location 1.7 MI E LOGAN CO. Sufficiency 89.8 Kind Hwy 3 Level Service 1 Route No. 00105 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.95 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 850 ADT Year 2022 Design Load HS 20 Skew 15 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 30 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 43.95 HS Inv. Rating Method 2 HS Inv. Method 26.37 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1360 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18853 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X12ft.113ft. W/BRBA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4137 0170 X H Index 95.71 Latitude 35:52:08.95 Longitude -97:06:42.18 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 105 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18853 Vault Link http://plansrv1/bridgemaintvault/b18853 GIS FO/SD Meets Standards H Inv. Method 14.65 Latitude DD 35.86915278 Longitude DD -97.11171667 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19360 x -10810426.8497651 y 4282631.90081398
18852	2908 0015 X	18852	Harmon	S.H. 30	CREEK	2908 0015 X	3-8ft.X4ft.X54ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS	1975	34.68320278	-99.91214444	25.919	56.001	—	3	0	4	54.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 19359 BRKEY 18852 NBI No. 18852 On Under 1 Structure No. 2908 0015 X Control No. 008 Lane Ind. Milepoint 00150 Facility Carried S.H. 30 Feature Intersected CREEK Division 05 County 057 Location 0.1 MI N JCT U.S. 62 Sufficiency 81.9 Kind Hwy 3 Level Service 1 Route No. 00030 Service Type On 5 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 54.003 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 54.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB AG Appr. Roadway Width 44.003 Span Type Main M Material 1 - Concrete Design 19 Length 25.919 Deck Width 56.001 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 46.71 HS Inv. Rating Method 2 HS Inv. Method 28.02 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1920 Future ADT Year 2042 Bypass Detour 60.894376 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 18852 ODOT County 29 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 4.301 Rt. Curb SW 4.301 Description 3-8ft.X4ft.X54ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2908 0015 X H Index 93.2607 Latitude 34:40:59.53 Longitude -99:54:43.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 30 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18852 Vault Link http://plansrv1/bridgemaintvault/b18852 GIS FO/SD Meets Standards H Inv. Method 15.79 Latitude DD 34.68320278 Longitude DD -99.91214444 ODOT County Number 29 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19359 x -11122169.0431248 y 4120912.57259886
18765	5552 0445 X	18765	Oklahoma	N3020 (MAC ARTHUR)	S.H. 152 UNDER	5552 0520 X	2-115ft. CONT PLATE GIRDER SPANS	1974	35.423006	-97.618822	232.001	80.801	—	2	0	6	73.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	5000	2022	5	Unmatched
Raw data OBJECTID 19357 BRKEY 18765 NBI No. 18765 On Under 1 Structure No. 5552 0445 X Control No. Lane Ind. Milepoint Facility Carried N3020 (MAC ARTHUR) Feature Intersected S.H. 152 UNDER Division 04 County 109 Location 2.2W OF JCT 1-44/S.H. 152 Sufficiency 95.1 Kind Hwy 5 Level Service 1 Route No. N3020 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 78.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1974 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 73.999 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 25 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 73.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 232.001 Deck Width 80.801 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 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 5.002038 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1603 Max Measured Clearance 1609 Min Measured Clearance 1606 NBI Rating 18765 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. 0 DK Surf. Type 1 Lft. Curb SW 2.5 Rt. Curb SW 2.5 Description 2-115ft. CONT PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5552 0520 X H Index 81.7281 Latitude 35:25:22.82 Longitude -97:37:07.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name N3020 (MAC ARTHUR) 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 18765 Vault Link http://plansrv1/bridgemaintvault/b18765 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.423006 Longitude DD -97.618822 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19357 x -10866877.5568792 y 4221515.5941265
18764	5507 0025EX	18764	Oklahoma	I-44 NB	RENO AVE. UNDER	5507 0025EX	30ft.-56ft.-43ft.-56ft.-30ft. I-BM. SPANS SK. 67 DEG.47ft.30ft.	1974	35.46393889	-97.57674167	222.001	88.497	—	5	23	4	78.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.3	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	70350	2022	5	Unmatched
Raw data OBJECTID 19356 BRKEY 18764 NBI No. 18764 On Under 1 Structure No. 5507 0025EX Control No. 007 Lane Ind. E Milepoint 00250 Facility Carried I-44 NB Feature Intersected RENO AVE. UNDER Division 04 County 109 Location 0.2 MI N I-40 Sufficiency 83.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 78.002 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 1974 ADT Total 70350 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 5 Road Width 78.002 Ref. Underclearance Rt. H Underclearance Right 7.5 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.001 Span Type Main M Material 3 - Steel Design 02 Length 222.001 Deck Width 88.497 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84.327 HS Inv. Rating Method 1 HS Inv. Method 50.596 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 112560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1510 Min Measured Clearance 1507 NBI Rating 18764 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-56ft.-43ft.-56ft.-30ft. I-BM. SPANS SK. 67 DEG.47ft.30ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0025EX H Index 81.7436 Latitude 35:27:50.18 Longitude -97:34:36.27 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18764 Vault Link http://plansrv1/bridgemaintvault/b18764 GIS FO/SD Meets Standards H Inv. Method 32.298 Latitude DD 35.46393889 Longitude DD -97.57674167 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19356 x -10862193.1959712 y 4227108.6904394
18763	5507 0025WX	18763	Oklahoma	I-44 SB	RENO AVE. UNDER	5507 0025WX	30ft.-56ft.-43ft.-56ft.-30ft. I-BM. SPANS SK. 67 DEG.47ft.30ft.	1974	35.46393889	-97.57777778	222.001	73.75	—	5	23	4	70.499	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	70350	2022	5	Unmatched
Raw data OBJECTID 19355 BRKEY 18763 NBI No. 18763 On Under 1 Structure No. 5507 0025WX Control No. 007 Lane Ind. W Milepoint 00250 Facility Carried I-44 SB Feature Intersected RENO AVE. UNDER Division 04 County 109 Location 0.2 MI N I-40 Sufficiency 83.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 70.499 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 1974 ADT Total 70350 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 5 Road Width 70.499 Ref. Underclearance Rt. H Underclearance Right 7.5 Underclearance Left 11.998 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70.499 Span Type Main M Material 3 - Steel Design 02 Length 222.001 Deck Width 73.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84.878 HS Inv. Rating Method 1 HS Inv. Method 50.927 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 112560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1506 Min Measured Clearance 1502 NBI Rating 18763 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. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-56ft.-43ft.-56ft.-30ft. I-BM. SPANS SK. 67 DEG.47ft.30ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0025WX H Index 83.6324 Latitude 35:27:50.18 Longitude -97:34:40 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 18763 Vault Link http://plansrv1/bridgemaintvault/b18763 GIS FO/SD Meets Standards H Inv. Method 32.628 Latitude DD 35.46393889 Longitude DD -97.57777778 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19355 x -10862308.5352088 y 4227108.6904394
18762	4603 1648 X	18762	McIntosh	CO. RD. E1080 RD	U.S. 69 UNDER	4603 1648 X	(2) 108ft. CONTINUOUS PLATE GIRDER SK 22°	1974	35.44942778	-95.54804167	220	32.001	—	2	22	2	28.999	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Satisfactory (6)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 19354 BRKEY 18762 NBI No. 18762 On Under 1 Structure No. 4603 1648 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1080 RD Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 0.7 S JCT I-40 Sufficiency 88.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 22 No. Main Spans 2 Road Width 28.999 Ref. Underclearance Rt. H Underclearance Right 12 Underclearance Left 7.75 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 220 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 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 1607 Min Measured Clearance 1600 NBI Rating 18762 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 108ft. CONTINUOUS PLATE GIRDER SK 22° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1648 X H Index 92.0903 Latitude 35:26:57.94 Longitude -95:32:52.95 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E1080 RD Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1648 NBI Text 18762 Vault Link http://plansrv1/bridgemaintvault/b18762 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 35.44942778 Longitude DD -95.54804167 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19354 x -10636359.3449989 y 4225125.55761535
18761	4603 1540 X	18761	McIntosh	CO. RD. E1090 RD	U.S. 69 UNDER	4603 1540 X	(2) 108ft. CONTINUOUS PLATE GIRDER SK 17°	1974	35.43489722	-95.55474722	220	32.001	—	2	17	2	28.999	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 19353 BRKEY 18761 NBI No. 18761 On Under 1 Structure No. 4603 1540 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1090 RD Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 1.7 S JCT I-40 Sufficiency 88.1 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 17 No. Main Spans 2 Road Width 28.999 Ref. Underclearance Rt. H Underclearance Right 14.67 Underclearance Left 10.33 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 220 Deck Width 32.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1706 Min Measured Clearance 1606 NBI Rating 18761 ODOT County 46 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 108ft. CONTINUOUS PLATE GIRDER SK 17° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1540 X H Index 95.7087 Latitude 35:26:05.63 Longitude -95:33:17.09 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E1090 RD Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1540 NBI Text 18761 Vault Link http://plansrv1/bridgemaintvault/b18761 GIS FO/SD Meets Standards H Inv. Method 15 Latitude DD 35.43489722 Longitude DD -95.55474722 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19353 x -10637105.8034104 y 4223140.1249726
18760	3404 2137 X	18760	Jefferson	U.S. 70	EAST MUD LICK CREEK	3404 2137 X	3 - 72ft. PC BEAM SPANS	1974	34.1627	-97.60884722	217.848	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 19352 BRKEY 18760 NBI No. 18760 On Under 1 Structure No. 3404 2137 X Control No. 004 Lane Ind. Milepoint 21370 Facility Carried U.S. 70 Feature Intersected EAST MUD LICK CREEK Division 07 County 067 Location 21.4 MI E JCT US81 Sufficiency 94 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 45.699 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 1974 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 217.848 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 45.981468 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 18760 ODOT County 34 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3 - 72ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3404 2137 X H Index 94.452 Latitude 34:09:45.72 Longitude -97:36:31.85 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 017 NBI Text 18760 Vault Link http://plansrv1/bridgemaintvault/b18760 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 34.1627 Longitude DD -97.60884722 ODOT County Number 34 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19352 x -10865767.1694488 y 4050669.63938181
19047	4120 0611 X	19047	Lincoln	U.S. 177	BELLCOW CREEK	4120 0611 X	3-40ft. PRESTRESSED CONC. BM SPANS SK. 45 DEG.	1975	35.77007778	-97.017825	124.016	45.75	—	3	45	2	42.651	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Fair (5)	Good (7)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2200	2022	5	Unmatched
Raw data OBJECTID 19350 BRKEY 19047 NBI No. 19047 On Under 1 Structure No. 4120 0611 X Control No. 020 Lane Ind. Milepoint 06110 Facility Carried U.S. 177 Feature Intersected BELLCOW CREEK Division 03 County 081 Location 6.2 MI N JCT SH 66 Sufficiency 79 Kind Hwy 2 Level Service 1 Route No. 00177 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1975 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 42.651 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 124.016 Deck Width 45.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 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 3520 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19047 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. PRESTRESSED CONC. BM SPANS SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4120 0611 X H Index 98.0242 Latitude 35:46:12.28 Longitude -97:01:04.17 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 177 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 19047 Vault Link http://plansrv1/bridgemaintvault/b19047 GIS FO/SD Meets Standards H Inv. Method 18 Latitude DD 35.77007778 Longitude DD -97.017825 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19350 x -10799974.8768709 y 4269030.37452347
19046	1030 0650 X	19046	Carter	S.H. 53	BIG BRANCH CREEK	1030 0549 X	(3) 40ft. PC BEAM SPANS	1975	34.30022222	-97.04766389	122.047	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.5	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3300	2022	5	Unmatched
Raw data OBJECTID 19349 BRKEY 19046 NBI No. 19046 On Under 1 Structure No. 1030 0650 X Control No. 030 Lane Ind. Milepoint 06500 Facility Carried S.H. 53 Feature Intersected BIG BRANCH CREEK Division 07 County 019 Location 5.5 MI E JCT US77 Sufficiency 92.5 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.7 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 1975 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 122.047 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 5280 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19046 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 40ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1030 0549 X H Index 87.95 Latitude 34:18:00.8 Longitude -97:02:51.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 068 NBI Text 19046 Vault Link http://plansrv1/bridgemaintvault/b19046 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.30022222 Longitude DD -97.04766389 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19349 x -10803296.5269116 y 4069186.12773065
19045	2402 0440SX	19045	Garfield	U.S. 60 / U.S. 412	CREEK	2402 0440SX	5-25ft. CONC. SLAB SPANS	1975	36.39083333	-98.025	125	45	—	5	0	2	42.001	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4400	2022	5	Unmatched
Raw data OBJECTID 19348 BRKEY 19045 NBI No. 19045 On Under 1 Structure No. 2402 0440SX Control No. 002 Lane Ind. S Milepoint 04400 Facility Carried U.S. 60 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 4.5 MI E MAJOR C/L Sufficiency 89 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1975 ADT Total 4400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.499 Span Type Main M Material 1 - Concrete Design 01 Length 125 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 6 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7040 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 _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19045 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 6 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 5-25ft. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 0440SX H Index 84.3944 Latitude 36:23:27 Longitude -98:01:30 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60, 412 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19045 Vault Link http://plansrv1/bridgemaintvault/b19045 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.39083333 Longitude DD -98.025 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19348 x -10912093.0850106 y 4354533.55876346
18759	4603 1838EX	18759	McIntosh	U.S. 69 NB	U.S. 266 UNDER	4603 1838EX	(2) 105ft. CONTINUOUS PLATE GIRDER SK 20°	1974	35.47473056	-95.53615	213.999	43.799	—	2	20	2	40.801	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7850	2022	5	Unmatched
Raw data OBJECTID 19333 BRKEY 18759 NBI No. 18759 On Under 1 Structure No. 4603 1838EX Control No. 003 Lane Ind. E Milepoint 18380 Facility Carried U.S. 69 NB Feature Intersected U.S. 266 UNDER Division 01 County 091 Location 1.2 N JCT I-40 Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.801 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 1974 ADT Total 7850 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 2 Road Width 40.801 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 10.499 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 213.999 Deck Width 43.799 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1802 Min Measured Clearance 1707 NBI Rating 18759 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 (2) 105ft. CONTINUOUS PLATE GIRDER SK 20° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1838EX H Index 78.2192 Latitude 35:28:29.03 Longitude -95:32:10.14 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1838E NBI Text 18759 Vault Link http://plansrv1/bridgemaintvault/b18759 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.47473056 Longitude DD -95.53615 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19333 x -10635035.5703498 y 4228583.74516273
18758	4603 1838WX	18758	McIntosh	U.S. 69 SB	U.S. 266 UNDER	4603 1838WX	(2) 105ft. CONTINUOUS PLATE GIRDER SK 20°	1974	35.47498611	-95.53651667	213.999	43.799	—	2	20	2	40.801	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8500	2022	5	Unmatched
Raw data OBJECTID 19332 BRKEY 18758 NBI No. 18758 On Under 1 Structure No. 4603 1838WX Control No. 003 Lane Ind. W Milepoint 18380 Facility Carried U.S. 69 SB Feature Intersected U.S. 266 UNDER Division 01 County 091 Location 1.2 N JCT I-40 Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.801 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 1974 ADT Total 8500 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 2 Road Width 40.801 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 10.299 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 4 - Steel Continuous Design 03 Length 213.999 Deck Width 43.799 Bridge Open Closed A TSF Rail 1 TSF Transition 0 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 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1704 Max Measured Clearance 1806 Min Measured Clearance 1709 NBI Rating 18758 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 (2) 105ft. CONTINUOUS PLATE GIRDER SK 20° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1838WX H Index 76.9146 Latitude 35:28:29.95 Longitude -95:32:11.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 69 Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1838W NBI Text 18758 Vault Link http://plansrv1/bridgemaintvault/b18758 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.47498611 Longitude DD -95.53651667 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19332 x -10635076.3878675 y 4228618.67730285
18757	5712 1076 X	18757	Osage	S.H. 18	LITTLE CHIEF CREEK	5712 1076 X	3-70 PRESTRESSED CON	1974	36.65119722	-96.69910278	212.927	45.699	—	3	30	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.8	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 19331 BRKEY 18757 NBI No. 18757 On Under 1 Structure No. 5712 1076 X Control No. 012 Lane Ind. Milepoint 10760 Facility Carried S.H. 18 Feature Intersected LITTLE CHIEF CREEK Division 08 County 113 Location 2.5 MI. S. JCT. US60 Sufficiency 93.8 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.7 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 1974 ADT Total 1500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.927 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.7 HS Inv. Rating Method 1 HS Inv. Method 32.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 39.767756 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 18757 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 0 Rt. Curb SW 0 Description 3-70 PRESTRESSED CON Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5712 1076 X H Index 100 Latitude 36:39:04.31 Longitude -96:41:56.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18757 Vault Link http://plansrv1/bridgemaintvault/b18757 GIS FO/SD Meets Standards H Inv. Method 23.8 Latitude DD 36.65119722 Longitude DD -96.69910278 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19331 x -10764494.881636 y 4390599.05725632
18756	7209 0089NX	18756	Tulsa	I-244 WB	33 ST. UNDER	7209 0089NX	2-105ft. CONT. PLATE GIRDERSPANS 40.75ft. CL.RDY. W/F-SHAPED PARAPETS	1974	36.097625	-96.02975556	210.659	43.75	—	2	48	2	40.682	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	10350	2022	5	Unmatched
Raw data OBJECTID 19330 BRKEY 18756 NBI No. 18756 On Under 1 Structure No. 7209 0089NX Control No. 009 Lane Ind. N Milepoint 00890 Facility Carried I-244 WB Feature Intersected 33 ST. UNDER Division 08 County 143 Location 0.8 MI N I-44 Sufficiency 90.9 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.682 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 1974 ADT Total 10350 ADT Year 2022 Design Load HS 20 Skew 48 No. Main Spans 2 Road Width 40.682 Ref. Underclearance Rt. H Underclearance Right 7.598 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210.659 Deck Width 43.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.3 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16560 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 1607 Max Measured Clearance 1700 Min Measured Clearance 1611 NBI Rating 18756 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 2-105ft. CONT. PLATE GIRDERSPANS 40.75ft. CL.RDY. W/F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0089NX H Index 92.6422 Latitude 36:05:51.45 Longitude -96:01:47.12 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-244 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 18756 Vault Link http://plansrv1/bridgemaintvault/b18756 GIS FO/SD Meets Standards H Inv. Method 21.7 Latitude DD 36.097625 Longitude DD -96.02975556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19330 x -10689983.4899417 y 4314062.74952122
18755	7209 0089SX	18755	Tulsa	I-244 EB	33 ST. UNDER	7209 0089SX	2-105ft. CONT. PLATE GIRDER SPANS 4075ft.CL.RDY. W/F-SHAPED PARAPETS	1974	36.09718056	-96.02976111	210.659	43.75	—	2	48	2	40.751	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	9850	2022	5	Unmatched
Raw data OBJECTID 19329 BRKEY 18755 NBI No. 18755 On Under 1 Structure No. 7209 0089SX Control No. 009 Lane Ind. S Milepoint 00890 Facility Carried I-244 EB Feature Intersected 33 ST. UNDER Division 08 County 143 Location 0.8 MI N I-44 Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.751 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 1974 ADT Total 9850 ADT Year 2022 Design Load HS 20 Skew 48 No. Main Spans 2 Road Width 40.751 Ref. Underclearance Rt. H Underclearance Right 7.5 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.751 Span Type Main M Material 4 - Steel Continuous Design 02 Length 210.659 Deck Width 43.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.3 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15760 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 1607 Max Measured Clearance 1608 Min Measured Clearance 1603 NBI Rating 18755 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 2-105ft. CONT. PLATE GIRDER SPANS 4075ft.CL.RDY. W/F-SHAPED PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0089SX H Index 91.4872 Latitude 36:05:49.85 Longitude -96:01:47.14 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-244 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 18755 Vault Link http://plansrv1/bridgemaintvault/b18755 GIS FO/SD Meets Standards H Inv. Method 21.7 Latitude DD 36.09718056 Longitude DD -96.02976111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19329 x -10689984.1077649 y 4314001.5195477
19039	5931T2400SX	19039	Pawnee	CIMARRON TP	U.S. 64 UNDER	5931T2400SX	109ft. PLATE GIRDER SPAN SK 55 LF	1975	36.21681389	-96.38629167	111.877	40	—	1	35	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	4300	2022	5	Unmatched
Raw data OBJECTID 19325 BRKEY 19039 NBI No. 19039 On Under 1 Structure No. 5931T2400SX Control No. 031 Lane Ind. S Milepoint 24000 Facility Carried CIMARRON TP Feature Intersected U.S. 64 UNDER Division 08 County 117 Location 14.0 MI E SH 99 Sufficiency 98 Kind Hwy 8 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1975 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 35 No. Main Spans 1 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 2.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 111.877 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. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 182.9 HS Inv. Rating Method 1 HS Inv. Method 109.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance 1807 Min Measured Clearance 1611 NBI Rating 19039 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 109ft. PLATE GIRDER SPAN SK 55 LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T2400SX H Index 97.6158 Latitude 36:13:00.53 Longitude -96:23:10.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name CIMARRON TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 58.90 NBI Text 19039 Vault Link http://plansrv1/bridgemaintvault/b19039 GIS FO/SD Meets Standards H Inv. Method 60.8 Latitude DD 36.21681389 Longitude DD -96.38629167 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19325 x -10729672.9081563 y 4330495.7863207
19038	5931T2400NX	19038	Pawnee	CIMARRON TP	U.S. 64 UNDER	5931T2400NX	109ft. PLATE GIRDER SPAN, SK. 59 RF	1975	36.21708611	-96.386475	111.877	40	—	1	31	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	V	4500	2022	5	Unmatched
Raw data OBJECTID 19324 BRKEY 19038 NBI No. 19038 On Under 1 Structure No. 5931T2400NX Control No. 031 Lane Ind. N Milepoint 24000 Facility Carried CIMARRON TP Feature Intersected U.S. 64 UNDER Division 08 County 117 Location 14.0 MI E SH 99 Sufficiency 98 Kind Hwy 8 Level Service 1 Route No. 00412 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System V Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1975 ADT Total 4500 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 1 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 2.999 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 111.877 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 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 182.9 HS Inv. Rating Method 1 HS Inv. Method 109.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1904 Min Measured Clearance 1808 NBI Rating 19038 ODOT County 59 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 109ft. PLATE GIRDER SPAN, SK. 59 RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5931T2400NX H Index 99.5613 Latitude 36:13:01.51 Longitude -96:23:11.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name CIMARRON TP Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 58.89 NBI Text 19038 Vault Link http://plansrv1/bridgemaintvault/b19038 GIS FO/SD Meets Standards H Inv. Method 60.8 Latitude DD 36.21708611 Longitude DD -96.386475 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19324 x -10729693.3163586 y 4330533.34697304
19037	6102 1238 X	19037	Pittsburg	NAVAL RD	U.S. 69 UNDER	6102 1238 X	113ft. PLATE GIRDER, (2) 4ft. SIDEWALKS	1975	34.835833	-95.836944	113.701	60	—	1	0	2	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	100	2022	5	Unmatched
Raw data OBJECTID 19323 BRKEY 19037 NBI No. 19037 On Under 1 Structure No. 6102 1238 X Control No. Lane Ind. Milepoint Facility Carried NAVAL RD Feature Intersected U.S. 69 UNDER Division 02 County 121 Location 12.38 N ATOKA C/L Sufficiency 98 Kind Hwy 4 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 113.701 Deck Width 60 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77.5 HS Inv. Rating Method 1 HS Inv. Method 46.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1701 Min Measured Clearance 1608 NBI Rating 19037 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 6 Lft. Curb SW 3.999 Rt. Curb SW 3.999 Description 113ft. PLATE GIRDER, (2) 4ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6102 1238 X H Index 93.2624 Latitude 34:50:09 Longitude -95:50:13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name NAVAL RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 008 NBI Text 19037 Vault Link http://plansrv1/bridgemaintvault/b19037 GIS FO/SD Meets Standards H Inv. Method 31.2 Latitude DD 34.835833 Longitude DD -95.836944 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19323 x -10668519.8052635 y 4141593.82378912
18754	7209 0160 X	18754	Tulsa	41ST ST.& S.W.BLVD	I-244 UNDER	7209 0160 X	103ft.-87ft.CONPLTGRDR	1974	36.104444	-96.020556	211.942	73.819	—	2	53	4	62.008	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.2	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 19310 BRKEY 18754 NBI No. 18754 On Under 1 Structure No. 7209 0160 X Control No. Lane Ind. Milepoint Facility Carried 41ST ST.& S.W.BLVD Feature Intersected I-244 UNDER Division 08 County 143 Location 1.6 MI N I-44 Sufficiency 83.2 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 61.68 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 1974 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 53 No. Main Spans 2 Road Width 62.008 Ref. Underclearance Rt. H Underclearance Right 5.906 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 62.008 Span Type Main M Material 4 - Steel Continuous Design 02 Length 211.942 Deck Width 73.819 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1705 Min Measured Clearance 1509 NBI Rating 18754 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 4.921 Rt. Curb SW 4.921 Description 103ft.-87ft.CONPLTGRDR Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0160 X H Index 90.1585 Latitude 36:06:16 Longitude -96:01:14 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name 41ST ST.& S.W.BLVD 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 18754 Vault Link http://plansrv1/bridgemaintvault/b18754 GIS FO/SD FO H Inv. Method 26 Latitude DD 36.104444 Longitude DD -96.020556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19310 x -10688959.399607 y 4315002.23851528