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
19088	5505 0320 X	19088	Oklahoma	SW 25TH ST.	I-44 UNDER	5505 0320 X	2-115ft. CONT. PLATE GIRDER SPANS WITH 2-5ft. SIDEWALKS	1975	35.43929444	-97.56951944	232.999	37.831	—	2	0	2	26.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.4	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	19 - Local (Urban)	A	2000	2022	5	Unmatched
Raw data OBJECTID 19143 BRKEY 19088 NBI No. 19088 On Under 1 Structure No. 5505 0320 X Control No. Lane Ind. Milepoint Facility Carried SW 25TH ST. Feature Intersected I-44 UNDER Division 04 County 109 Location 3.2 MI N I-240 Sufficiency 79.4 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 35.997 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 1975 ADT Total 2000 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 2 Road Width 26.001 Ref. Underclearance Rt. H Underclearance Right 6.499 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 232.999 Deck Width 37.831 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 66.028 HS Inv. Rating Method 1 HS Inv. Method 36.927 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1804 Min Measured Clearance 1602 NBI Rating 19088 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description 2-115ft. CONT. PLATE GIRDER SPANS WITH 2-5ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0320 X H Index 81.8646 Latitude 35:26:21.46 Longitude -97:34:10.27 I257A 0 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name SW 25TH ST. 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 19088 Vault Link http://plansrv1/bridgemaintvault/b19088 GIS FO/SD FO H Inv. Method 22.046 Latitude DD 35.43929444 Longitude DD -97.56951944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 19143 x -10861389.2210052 y 4223740.91631468
19087	5505 0332 X	19087	Oklahoma	PEDESTRIAN	I-44 UNDER	5505 0332 X	28ft.-167ft.-28ft. CONT. WELDED GIRDER RIGID FRAME SPANS	1975	35.441017	-97.569536	223.999	8.999	—	3	0	6	96.001	4 - Steel Continuous	Frame (07)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	K	125600	2022	5	Unmatched
Raw data OBJECTID 19142 BRKEY 19087 NBI No. 19087 On Under 2 Structure No. 5505 0332 X Control No. 005 Lane Ind. Milepoint 03320 Facility Carried PEDESTRIAN Feature Intersected I-44 UNDER Division 04 County 109 Location 3.3 MI N I-240 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 3 Service Type Off 1 Vertical Clearance N Horizontal Clearance 72.001 Bridge System K Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1975 ADT Total 125600 ADT Year 2022 Design Load Pedestrian Skew 0 No. Main Spans 3 Road Width 96.001 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 15 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 96.001 Span Type Main M Material 4 - Steel Continuous Design 07 Length 223.999 Deck Width 8.999 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting ! Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 200960 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1511 Max Measured Clearance 1808 Min Measured Clearance 1708 NBI Rating 19087 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 Description 28ft.-167ft.-28ft. CONT. WELDED GIRDER RIGID FRAME SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5505 0332 X H Index -1 Latitude 35:26:27.66 Longitude -97:34:10.33 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-44 UNDER Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19087 Vault Link http://plansrv1/bridgemaintvault/b19087 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.441017 Longitude DD -97.569536 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19142 x -10861391.064456 y 4223976.27830891
19085	2416 0857 X	19085	Garfield	S.H. 15 & S.H. 74	RED ROCK CREEK	2416 0857 X	3-70ft. PRESTRESSED CONC. BMSPANS	1975	36.52231389	-97.58631389	212.5	45.748	—	3	0	2	42.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.9	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	950	2022	5	Unmatched
Raw data OBJECTID 19140 BRKEY 19085 NBI No. 19085 On Under 1 Structure No. 2416 0857 X Control No. 016 Lane Ind. Milepoint 08570 Facility Carried S.H. 15 & S.H. 74 Feature Intersected RED ROCK CREEK Division 04 County 047 Location 8.8 MI N JCT US 64 Sufficiency 81.9 Kind Hwy 3 Level Service 1 Route No. 00015 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 07 - Major Collector (Rural) Year Built 1975 ADT Total 950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 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 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.5 Deck Width 45.748 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 33 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1520 Future ADT Year 2042 Bypass Detour 53.000002 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 19085 ODOT County 24 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 3-70ft. PRESTRESSED CONC. BMSPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2416 0857 X H Index 89.9933 Latitude 36:31:20.33 Longitude -97:35:10.73 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15, 74 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 19085 Vault Link http://plansrv1/bridgemaintvault/b19085 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.52231389 Longitude DD -97.58631389 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19140 x -10863258.7706274 y 4372731.02220629
18793	2602 0958 X	18793	Grady	U.S. 62	GENEVIEVE ST.&UPRR UND	2602 0958 X	35ft.(55ft.-75ft.-55ft. CONT.) CONC. SLAB,3-100ft.,70ft.,4-90ft. PRESTRESSED CONC. BM. SP	1974	35.052258	-97.933508	950.098	73	—	8	16	4	62	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	9800	2022	5	Unmatched
Raw data OBJECTID 19124 BRKEY 18793 NBI No. 18793 On Under 1 Structure No. 2602 0958 X Control No. 002 Lane Ind. Milepoint 09580 Facility Carried U.S. 62 Feature Intersected GENEVIEVE ST.&UPRR UND Division 07 County 051 Location 0.2 MI E US81 Sufficiency 78.5 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 62 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 1974 ADT Total 9800 ADT Year 2022 Design Load HS 20 Skew 16 No. Main Spans 8 Road Width 62 Ref. Underclearance Rt. R Underclearance Right 9 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 62 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 950.098 Deck Width 73 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 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 70 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15680 Future ADT Year 2042 Bypass Detour 54.700002 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 30 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1407 Max Measured Clearance 1703 Min Measured Clearance 1410 NBI Rating 18793 ODOT County 26 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 5 Description 35ft.(55ft.-75ft.-55ft. CONT.) CONC. SLAB,3-100ft.,70ft.,4-90ft. PRESTRESSED CONC. BM. SP Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2602 0958 X H Index 99.9891 Latitude 35:03:08.13 Longitude -97:56:00.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 8-26 NBI Text 18793 Vault Link http://plansrv1/bridgemaintvault/b18793 GIS FO/SD FO H Inv. Method 22 Latitude DD 35.052258 Longitude DD -97.933508 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 19124 x -10901908.242159 y 4170985.06718027
18792	6027 0254 X	18792	Payne	S.H. 108	CIMARRON RIV& CO. RD UND	6027 0254 X	9-100ft. PRESTRESSED C	1974	36.026142	-96.906825	902	32	—	9	0	2	30	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.3	Poor (4)	Satisfactory (6)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1800	2022	5	Unmatched
Raw data OBJECTID 19123 BRKEY 18792 NBI No. 18792 On Under 1 Structure No. 6027 0254 X Control No. 027 Lane Ind. Milepoint 02540 Facility Carried S.H. 108 Feature Intersected CIMARRON RIV& CO. RD UND Division 04 County 119 Location 2.6 MI N JCT SH 33 Sufficiency 67.3 Kind Hwy 3 Level Service 1 Route No. 00108 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 30 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1974 ADT Total 1800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 30 Ref. Underclearance Rt. H Underclearance Right 8.009 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 25 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 902 Deck Width 32 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.4 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2880 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1807 Max Measured Clearance 1900 Min Measured Clearance 1809 NBI Rating 18792 ODOT County 60 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 9-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6027 0254 X H Index 66.9099 Latitude 36:01:34.11 Longitude -96:54:24.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 108 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 18792 Vault Link http://plansrv1/bridgemaintvault/b18792 GIS FO/SD SD H Inv. Method 40.9 Latitude DD 36.026142 Longitude DD -96.906825 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19123 x -10787618.4133929 y 4304219.06739628
18791	5504 1150NX	18791	Oklahoma	U.S. 62	CHOCTAW RD & UP R.R. UND	5504 1150NX	30ft.,40ft.,4-42ft.,10-46ft.,3-46ft.,1-50 I-BM. SPANS W/ (1) -4ft. SIDEWALK	1974	35.49335833	-97.26523333	893.999	37.799	—	20	0	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.1	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	5700	2022	5	Unmatched
Raw data OBJECTID 19122 BRKEY 18791 NBI No. 18791 On Under 1 Structure No. 5504 1150NX Control No. 004 Lane Ind. N Milepoint 11500 Facility Carried U.S. 62 Feature Intersected CHOCTAW RD & UP R.R. UND Division 04 County 109 Location 11.5 MI E OF JCT I-35 Sufficiency 76.1 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 5 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 36.85 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 1974 ADT Total 5700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 20 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 7.251 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 893.999 Deck Width 37.799 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.6 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 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 Y Existing Posting 1401 Max Measured Clearance 1503 Min Measured Clearance 1403 NBI Rating 18791 ODOT County 55 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 3.999 Rt. Curb SW 1.499 Description 30ft.,40ft.,4-42ft.,10-46ft.,3-46ft.,1-50 I-BM. SPANS W/ (1) -4ft. SIDEWALK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5504 1150NX H Index 85.8463 Latitude 35:29:36.09 Longitude -97:15:54.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 62 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 027 NBI Text 18791 Vault Link http://plansrv1/bridgemaintvault/b18791 GIS FO/SD Meets Standards H Inv. Method 19.2 Latitude DD 35.49335833 Longitude DD -97.26523333 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 19122 x -10827516.2461845 y 4231130.33972721
19084	5716 0620 X	19084	Osage	S.H. 18	SALT CREEK	5716 0651 X	3-70ft. PRESTRESSED CONC. BM SPANS	1975	36.748972	-96.651472	211.942	35	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.4	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)	B	700	2022	5	Unmatched
Raw data OBJECTID 19121 BRKEY 19084 NBI No. 19084 On Under 1 Structure No. 5716 0620 X Control No. 016 Lane Ind. Milepoint 06200 Facility Carried S.H. 18 Feature Intersected SALT CREEK Division 08 County 113 Location 6.2 MI. N. JCT. US60 Sufficiency 85.4 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1975 ADT Total 700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 23.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 211.942 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63.2 HS Inv. Rating Method 1 HS Inv. Method 37.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1120 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19084 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 3-70ft. PRESTRESSED CONC. BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5716 0651 X H Index 94.1613 Latitude 36:44:56.3 Longitude -96:39:05.3 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 19084 Vault Link http://plansrv1/bridgemaintvault/b19084 GIS FO/SD Meets Standards H Inv. Method 27.5 Latitude DD 36.748972 Longitude DD -96.651472 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19121 x -10759192.6474603 y 4404174.2432436
19083	5906 1969 X	19083	Pawnee	KEYSTONE RD.	U.S. 64 UNDER	5906 1969 X	2-106ft. CONT. PLATE G	1975	36.209167	-96.290097	214.333	44.916	—	2	36	2	42.75	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	Fair (5)	Very good (8)	Fair (5)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	1050	2023	5	Unmatched
Raw data OBJECTID 19120 BRKEY 19083 NBI No. 19083 On Under 1 Structure No. 5906 1969 X Control No. Lane Ind. Milepoint Facility Carried KEYSTONE RD. Feature Intersected U.S. 64 UNDER Division 08 County 117 Location 19.5 MI E SH 99 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 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 1050 ADT Year 2023 Design Load HS 20 Skew 36 No. Main Spans 2 Road Width 42.75 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42.75 Span Type Main M Material 4 - Steel Continuous Design 02 Length 214.333 Deck Width 44.916 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 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.3 HS Inv. Rating Method 1 HS Inv. Method 36.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1300 Future ADT Year 2043 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1508 Max Measured Clearance 1603 Min Measured Clearance 1602 NBI Rating 19083 ODOT County 59 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 2-106ft. CONT. PLATE G Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5906 1969 X H Index 66.9167 Latitude 36:12:33 Longitude -96:17:24.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name KEYSTONE RD. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19083 Vault Link http://plansrv1/bridgemaintvault/b19083 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.209167 Longitude DD -96.290097 ODOT County Number 59 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19120 x -10718964.5664749 y 4329440.72922623
19079	6810 1852SX	19079	Sequoyah	U.S. 64	GENERAL O'FLOW	6810 1852SX	(5) 40ft. PC BEAM	1975	35.404875	-94.48590556	202.001	43.701	—	5	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	76.6	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	9700	2022	5	Unmatched
Raw data OBJECTID 19116 BRKEY 19079 NBI No. 19079 On Under 1 Structure No. 6810 1852SX Control No. 010 Lane Ind. S Milepoint 18520 Facility Carried U.S. 64 Feature Intersected GENERAL O'FLOW Division 01 County 135 Location 2.2 E JCT I-40 Sufficiency 76.6 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.699 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 1975 ADT Total 9700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 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 40.7 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 202.001 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 5 Super Rating 6 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 40.2 HS Inv. Rating Method 1 HS Inv. Method 24 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15520 Future ADT Year 2042 Bypass Detour 0.124274 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 19079 ODOT County 68 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (5) 40ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6810 1852SX H Index 84.6899 Latitude 35:24:17.55 Longitude -94:29:09.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-1852S NBI Text 19079 Vault Link http://plansrv1/bridgemaintvault/b19079 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 35.404875 Longitude DD -94.48590556 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19116 x -10518122.8940805 y 4219039.07102824
19349	1506 0534 X	19349	Coal	S.H. 3	ABANDONED R.R. UNDER	1506 0534 X	61ft.-91ft.-61ft. PC	1977	34.61178333	-96.43443056	220.144	49.541	—	3	31	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.2	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)	B	3800	2022	5	Unmatched
Raw data OBJECTID 19109 BRKEY 19349 NBI No. 19349 On Under 1 Structure No. 1506 0534 X Control No. 006 Lane Ind. Milepoint 05340 Facility Carried S.H. 3 Feature Intersected ABANDONED R.R. UNDER Division 03 County 029 Location 5.3 MI E PONTOTOC C/L Sufficiency 89.2 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1977 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. R Underclearance Right 99.9 Underclearance Left 99.9 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 220.144 Deck Width 49.541 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6080 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 19349 ODOT County 15 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 61ft.-91ft.-61ft. PC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1506 0534 X H Index 95.3338 Latitude 34:36:42.42 Longitude -96:26:03.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 9 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19349 Vault Link http://plansrv1/bridgemaintvault/b19349 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 34.61178333 Longitude DD -96.43443056 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19109 x -10735031.7048785 y 4111248.40309838
19347	1506 0764 X	19347	Coal	S.H. 3	LEADER CREEK	1506 0764 X	3-67ft. PC BM	1977	34.610925	-96.39428611	203.084	49.541	—	3	0	2	46.588	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.3	Satisfactory (6)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 19107 BRKEY 19347 NBI No. 19347 On Under 1 Structure No. 1506 0764 X Control No. 006 Lane Ind. Milepoint 07640 Facility Carried S.H. 3 Feature Intersected LEADER CREEK Division 03 County 029 Location 7.6 MI E PONTOTOC C/L Sufficiency 89.3 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1977 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 46.588 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 203.084 Deck Width 49.541 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 6 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 4160 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 19347 ODOT County 15 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 3-67ft. PC BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1506 0764 X H Index 99.397 Latitude 34:36:39.33 Longitude -96:23:39.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 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 19347 Vault Link http://plansrv1/bridgemaintvault/b19347 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.610925 Longitude DD -96.39428611 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19107 x -10730562.8451463 y 4111132.30821057
19346	7626 0330 X	19346	Woods	S.H. 50	HOUSTON CREEK	7626 0330 X	4-40ft. PC BM. SPANS SK45RF W/ 32.0ft. CLR RDY	1977	36.803292	-99.115258	163.058	35	—	4	45	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	950	2022	5	Unmatched
Raw data OBJECTID 19106 BRKEY 19346 NBI No. 19346 On Under 1 Structure No. 7626 0330 X Control No. 026 Lane Ind. Milepoint 03300 Facility Carried S.H. 50 Feature Intersected HOUSTON CREEK Division 06 County 151 Location 0.6 MI S JCT US-64 Sufficiency 92 Kind Hwy 3 Level Service 1 Route No. 00050 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1977 ADT Total 950 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 4 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 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 163.058 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. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 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 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1520 Future ADT Year 2042 Bypass Detour 52.816551 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 19346 ODOT County 76 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 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 4-40ft. PC BM. SPANS SK45RF W/ 32.0ft. CLR RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7626 0330 X H Index 90.9845 Latitude 36:48:11.85 Longitude -99:06:54.93 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 50 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19346 Vault Link http://plansrv1/bridgemaintvault/b19346 GIS FO/SD Meets Standards H Inv. Method 23.7 Latitude DD 36.803292 Longitude DD -99.115258 ODOT County Number 76 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19106 x -11033460.0504039 y 4411723.58140339
19255	4504 0517EX	19255	McCurtain	U.S. 70/US-259/SH3	YASHAU CREEK	4504 0517EX	(2) 55ft. - 100ft. - 55ft. PC BEAM SK 15°	1976	33.98706389	-94.74293611	267.1	43.701	—	4	15	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.9	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6000	2022	5	Unmatched
Raw data OBJECTID 19103 BRKEY 19255 NBI No. 19255 On Under 1 Structure No. 4504 0517EX Control No. 004 Lane Ind. E Milepoint 05170 Facility Carried U.S. 70/US-259/SH3 Feature Intersected YASHAU CREEK Division 02 County 089 Location 5.2MI E-N JCT US259/US70 Sufficiency 93.9 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.699 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 1976 ADT Total 6000 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 4 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 267.1 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 47 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19255 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 55ft. - 100ft. - 55ft. PC BEAM SK 15° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4504 0517EX H Index 99.4018 Latitude 33:59:13.43 Longitude -94:44:34.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14 NBI Text 19255 Vault Link http://plansrv1/bridgemaintvault/b19255 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 33.98706389 Longitude DD -94.74293611 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19103 x -10546735.4040248 y 4027065.15485395
19254	7280 0040 X	19254	Tulsa	PEORIA AVE.	U.S64/SH51 US75NB RAMP	7280 0040 X	126ft.,129ft.CONPLT GRDR	1976	36.142711	-95.975758	255.906	77.1	—	2	1	4	60	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	75.8	Fair (5)	Fair (5)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	5000	2022	5	Unmatched
Raw data OBJECTID 19102 BRKEY 19254 NBI No. 19254 On Under 1 Structure No. 7280 0040 X Control No. Lane Ind. Milepoint Facility Carried PEORIA AVE. Feature Intersected U.S64/SH51 US75NB RAMP Division 08 County 143 Location 0.4 MI E I-444 Sufficiency 75.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1976 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 1 No. Main Spans 2 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 20 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 4 - Steel Continuous Design 02 Length 255.906 Deck Width 77.1 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 7 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 1 HS Operating Rating 43.7 HS Inv. Rating Method 1 HS Inv. Method 26.2 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 1703 Max Measured Clearance 1711 Min Measured Clearance 1702 NBI Rating 19254 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 3.937 Rt. Curb SW 11.001 Description 126ft.,129ft.CONPLT GRDR Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7280 0040 X H Index 76.9334 Latitude 36:08:33.76 Longitude -95:58:32.73 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name PEORIA AVE. 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 19254 Vault Link http://plansrv1/bridgemaintvault/b19254 GIS FO/SD Meets Standards H Inv. Method 14.7 Latitude DD 36.142711 Longitude DD -95.975758 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19102 x -10683972.5090585 y 4320275.99530846
19252	4004 0576 X	19252	Le Flore	U.S. 59	MORRIS CREEK	4004 0576 X	70ft. - 100ft. - 70ft. PC BEAM	1976	34.96406111	-94.63673333	242.001	49.701	—	3	0	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8100	2022	5	Unmatched
Raw data OBJECTID 19100 BRKEY 19252 NBI No. 19252 On Under 1 Structure No. 4004 0576 X Control No. 004 Lane Ind. Milepoint 05760 Facility Carried U.S. 59 Feature Intersected MORRIS CREEK Division 02 County 079 Location 5.76 N JCT US-270 Sufficiency 67 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.699 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 1976 ADT Total 8100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 46.699 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 242.001 Deck Width 49.701 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 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 28 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12960 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19252 ODOT County 40 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft. - 100ft. - 70ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0576 X H Index 96.2535 Latitude 34:57:50.62 Longitude -94:38:12.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 031 NBI Text 19252 Vault Link http://plansrv1/bridgemaintvault/b19252 GIS FO/SD Meets Standards H Inv. Method 19 Latitude DD 34.96406111 Longitude DD -94.63673333 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19100 x -10534912.9646344 y 4158998.26436555
19251	4004 0490 X	19251	Le Flore	U.S. 59	RR/ N RAILROAD ST UNDER	4004 0490 X	55ft. - 78ft. - 55ft. - 45ft. PC BEAM SK 11°	1976	34.95561111	-94.63006389	235	48	—	4	9	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.4	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8000	2022	5	Unmatched
Raw data OBJECTID 19099 BRKEY 19251 NBI No. 19251 On Under 1 Structure No. 4004 0490 X Control No. 004 Lane Ind. Milepoint 04900 Facility Carried U.S. 59 Feature Intersected RR/ N RAILROAD ST UNDER Division 02 County 079 Location 4.90 N JCT US-270 Sufficiency 65.4 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 46.699 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 1976 ADT Total 8000 ADT Year 2022 Design Load HS 20 Skew 9 No. Main Spans 4 Road Width 46.699 Ref. Underclearance Rt. H Underclearance Right 19.501 Underclearance Left 10 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 235 Deck Width 48 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 6 Super Rating 5 Sub Rating 5 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 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12800 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 2709 Max Measured Clearance 2803 Min Measured Clearance 2800 NBI Rating 19251 ODOT County 40 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 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 55ft. - 78ft. - 55ft. - 45ft. PC BEAM SK 11° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4004 0490 X H Index 89.8202 Latitude 34:57:20.2 Longitude -94:37:48.23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 59 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 029 NBI Text 19251 Vault Link http://plansrv1/bridgemaintvault/b19251 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.95561111 Longitude DD -94.63006389 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19099 x -10534170.5259697 y 4157850.50619976
19160	6742 0351 X	19160	Seminole	S.H. 3E	CREEK	6742 0351 X	2-10ft.X 7ft.X 84ft. RDY R.C.BOX WI TH 3ft. ADDft.L CURTAIN WALLS SK. 45 DEG.	1976	35.17516944	-96.67394167	32.152	43.999	—	2	45	4	43.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	5000	2022	5	Unmatched
Raw data OBJECTID 19097 BRKEY 19160 NBI No. 19160 On Under 1 Structure No. 6742 0351 X Control No. 042 Lane Ind. Milepoint 03510 Facility Carried S.H. 3E Feature Intersected CREEK Division 03 County 133 Location 3.5 MI S JCT US 270 Sufficiency 68 Kind Hwy 3 Level Service 1 Route No. 0003E Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 43.999 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 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75.66 HS Inv. Rating Method 1 HS Inv. Method 45.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 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 19160 ODOT County 67 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.X 7ft.X 84ft. RDY R.C.BOX WI TH 3ft. ADDft.L CURTAIN WALLS SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6742 0351 X H Index 98.9127 Latitude 35:10:30.61 Longitude -96:40:26.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3E Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19160 Vault Link http://plansrv1/bridgemaintvault/b19160 GIS FO/SD FO H Inv. Method 25.17 Latitude DD 35.17516944 Longitude DD -96.67394167 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19097 x -10761693.959683 y 4187711.52475699
19159	6742 0336 X	19159	Seminole	S.H. 3E	CREEK	6742 0336 X	2-10ft.X 7ft.X 84ft. RDY R.C.BOX WITH 3ft. ADDft.L CURTAIN WALLS SK. 45 DEG.	1976	35.17702222	-96.67405833	32.152	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	5000	2022	5	Unmatched
Raw data OBJECTID 19096 BRKEY 19159 NBI No. 19159 On Under 1 Structure No. 6742 0336 X Control No. 042 Lane Ind. Milepoint 03360 Facility Carried S.H. 3E Feature Intersected CREEK Division 03 County 133 Location 3.3 MI S JCT US 270 Sufficiency 72.3 Kind Hwy 3 Level Service 1 Route No. 0003E Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.61 HS Inv. Rating Method 1 HS Inv. Method 34.49 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 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 19159 ODOT County 67 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.X 7ft.X 84ft. RDY R.C.BOX WITH 3ft. ADDft.L CURTAIN WALLS SK. 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6742 0336 X H Index 98.35 Latitude 35:10:37.28 Longitude -96:40:26.61 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 3E Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19159 Vault Link http://plansrv1/bridgemaintvault/b19159 GIS FO/SD Meets Standards H Inv. Method 19.16 Latitude DD 35.17702222 Longitude DD -96.67405833 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19096 x -10761706.9462148 y 4187963.85437621
19158	7283 0666 X	19158	Tulsa	U.S. 169	MINGO CREEK	7283 0666 X	3-8ft.X 8ft.X 368ft. R.C.B	1976	36.10273889	-95.85927222	38.058	0	—	3	45	8	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	67	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	103800	2022	5	Unmatched
Raw data OBJECTID 19095 BRKEY 19158 NBI No. 19158 On Under 1 Structure No. 7283 0666 X Control No. 083 Lane Ind. Milepoint 06660 Facility Carried U.S. 169 Feature Intersected MINGO CREEK Division 08 County 143 Location 1.0 MI N 51 ST. Sufficiency 67 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 8 Fill RCB 16 Appr. Roadway Width 60 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19158 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft.X 8ft.X 368ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0666 X H Index 98.9197 Latitude 36:06:09.86 Longitude -95:51:33.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 169 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19158 Vault Link http://plansrv1/bridgemaintvault/b19158 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 36.10273889 Longitude DD -95.85927222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 19095 x -10671005.3713442 y 4314767.30902222
19157	5532 0212 X	19157	Oklahoma	S.H. 270	CREEK	5532 0212 X	2-10ft.X 10ft. X 89ft. R.C. BOX SK. 45 DEG. W/ 3ft. ADDft.L CURTAIN WALLS	1976	35.46115556	-97.15946667	32.001	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	83.6	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	5200	2022	5	Unmatched
Raw data OBJECTID 19094 BRKEY 19157 NBI No. 19157 On Under 1 Structure No. 5532 0212 X Control No. 032 Lane Ind. Milepoint 02120 Facility Carried S.H. 270 Feature Intersected CREEK Division 04 County 109 Location 2.2 MI S JCT US62 Sufficiency 83.6 Kind Hwy 3 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 65.997 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 1976 ADT Total 5200 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 68.002 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 99.99 HS Inv. Rating Method 2 HS Inv. Method 92.99 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 8320 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 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19157 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 10ft. X 89ft. R.C. BOX SK. 45 DEG. W/ 3ft. ADDft.L CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5532 0212 X H Index 98.1665 Latitude 35:27:40.16 Longitude -97:09:34.08 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 270 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19157 Vault Link http://plansrv1/bridgemaintvault/b19157 GIS FO/SD Meets Standards H Inv. Method 51.65 Latitude DD 35.46115556 Longitude DD -97.15946667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19094 x -10815742.3554504 y 4226728.28429434
19156	7276 0151 X	19156	Tulsa	S.H. 97	CREEK	7276 0151 X	2-10ft.X 10ft.X 271ft. R.C.BOX SK 45 DEG.	1976	36.099539	-96.116544	32.152	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	78	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	13800	2022	5	Unmatched
Raw data OBJECTID 19093 BRKEY 19156 NBI No. 19156 On Under 1 Structure No. 7276 0151 X Control No. 076 Lane Ind. Milepoint 01510 Facility Carried S.H. 97 Feature Intersected CREEK Division 08 County 143 Location 1.5 N CREEK C/L Sufficiency 78 Kind Hwy 3 Level Service 1 Route No. 00097 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 13800 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 22 Appr. Roadway Width 46.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 51.6 HS Inv. Rating Method 2 HS Inv. Method 31 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 22080 Future ADT Year 2042 Bypass Detour 3.106856 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 19156 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 271ft. R.C.BOX SK 45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7276 0151 X H Index 95.3784 Latitude 36:05:58.34 Longitude -96:06:59.56 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 97 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19156 Vault Link http://plansrv1/bridgemaintvault/b19156 GIS FO/SD Meets Standards H Inv. Method 17.2 Latitude DD 36.099539 Longitude DD -96.116544 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19093 x -10699644.7348893 y 4314326.4429963
19437	4524 1754 X	19437	McCurtain	U.S. 259	MUD CREEK	4524 1754 X	(4) 12ft. X 7ft. X 69.3ft. LONG RCB SK 30°	1978	33.88006111	-94.82635	61.201	0	—	4	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	72.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3900	2022	5	Unmatched
Raw data OBJECTID 19089 BRKEY 19437 NBI No. 19437 On Under 1 Structure No. 4524 1754 X Control No. 024 Lane Ind. Milepoint 17540 Facility Carried U.S. 259 Feature Intersected MUD CREEK Division 02 County 089 Location 0.1 S JCT SH-70 TRK Sufficiency 72.1 Kind Hwy 2 Level Service 1 Route No. 00259 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 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 1978 ADT Total 3900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 61.201 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 1 HS Operating Rating 43.5 HS Inv. Rating Method 1 HS Inv. Method 26.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6240 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19437 ODOT County 45 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 (4) 12ft. X 7ft. X 69.3ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4524 1754 X H Index 100 Latitude 33:52:48.22 Longitude -94:49:34.86 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 259 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 81 NBI Text 19437 Vault Link http://plansrv1/bridgemaintvault/b19437 GIS FO/SD Meets Standards H Inv. Method 16.3 Latitude DD 33.88006111 Longitude DD -94.82635 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19089 x -10556020.9957847 y 4012708.510919
19343	4902 1505EX	19343	Mayes	U.S. 69	STINK CREEK	4902 1505EX	3-40ft. PRESTRESSED CONC. BM. SPANS	1977	36.28938889	-95.32540278	122.047	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.1	Fair (5)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8600	2022	5	Unmatched
Raw data OBJECTID 19085 BRKEY 19343 NBI No. 19343 On Under 1 Structure No. 4902 1505EX Control No. 002 Lane Ind. E Milepoint 15050 Facility Carried U.S. 69 Feature Intersected STINK CREEK Division 08 County 097 Location 1.4 MI S JCT SH 20 Sufficiency 89.1 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.699 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 1977 ADT Total 8600 ADT Year 2022 Design Load HS 20 Skew 0 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 122.047 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 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 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 13760 Future ADT Year 2042 Bypass Detour 0.124274 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 19343 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4902 1505EX H Index 94.0991 Latitude 36:17:21.8 Longitude -95:19:31.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 19343 Vault Link http://plansrv1/bridgemaintvault/b19343 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.28938889 Longitude DD -95.32540278 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19085 x -10611575.2971333 y 4340514.2473508
19249	4603 1231 X	19249	McIntosh	CO. RD. E1120 RD	U.S. 69 UNDER	4603 1231 X	111ft. - 115ft. CONTINUOUS PLATE GIRDER SK 16°	1976	35.39135278	-95.56543333	230	32.001	—	2	16	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)	Satisfactory (6)	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 19079 BRKEY 19249 NBI No. 19249 On Under 1 Structure No. 4603 1231 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E1120 RD Feature Intersected U.S. 69 UNDER Division 01 County 091 Location 4.8 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 1976 ADT Total 100 ADT Year 2022 Design Load HS 20 Skew 16 No. Main Spans 2 Road Width 28.999 Ref. Underclearance Rt. H Underclearance Right 12 Underclearance Left 9.5 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 230 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 6 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 1.999945 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 1710 Min Measured Clearance 1700 NBI Rating 19249 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 111ft. - 115ft. CONTINUOUS PLATE GIRDER SK 16° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4603 1231 X H Index 79.627 Latitude 35:23:28.87 Longitude -95:33:55.56 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name E1120 RD Scour N Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-1231 NBI Text 19249 Vault Link http://plansrv1/bridgemaintvault/b19249 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.39135278 Longitude DD -95.56543333 ODOT County Number 46 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19079 x -10638295.3757341 y 4217192.42631023
19248	7294 0072 X	19248	Tulsa	DENVER AVE.	U.S. 64 / US 75 / SH 51	7294 0072 X	111ft.,119ft.CONPLTGRDR	1976	36.144167	-95.9925	230.971	87.927	—	2	16	6	78.084	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.2	Fair (5)	Fair (5)	Fair (5)	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 19078 BRKEY 19248 NBI No. 19248 On Under 1 Structure No. 7294 0072 X Control No. Lane Ind. Milepoint Facility Carried DENVER AVE. Feature Intersected U.S. 64 / US 75 / SH 51 Division 08 County 143 Location 0.7 MI E I-244 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 77.756 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 1976 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 16 No. Main Spans 2 Road Width 78.084 Ref. Underclearance Rt. H Underclearance Right 24.934 Underclearance Left 8.858 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 3 - Steel Design 02 Length 230.971 Deck Width 87.927 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.1 HS Inv. Rating Method 1 HS Inv. Method 37.2 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 1604 Max Measured Clearance 2105 Min Measured Clearance 1608 NBI Rating 19248 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 111ft.,119ft.CONPLTGRDR Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0072 X H Index 65.5554 Latitude 36:08:39 Longitude -95:59:33 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name DENVER AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19248 Vault Link http://plansrv1/bridgemaintvault/b19248 GIS FO/SD Meets Standards H Inv. Method 24.8 Latitude DD 36.144167 Longitude DD -95.9925 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19078 x -10685836.2199733 y 4320476.7043587
19246	7283 0624 X	19246	Tulsa	U.S. 169	S.H. 51 UNDER	7283 0624 X	2-100ft. PRESTRESSED C	1976	36.09803611	-95.85945278	197.999	132.999	—	2	24	8	130	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	72	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	123200	2022	5	Unmatched
Raw data OBJECTID 19076 BRKEY 19246 NBI No. 19246 On Under 1 Structure No. 7283 0624 X Control No. 083 Lane Ind. Milepoint 06240 Facility Carried U.S. 169 Feature Intersected S.H. 51 UNDER Division 08 County 143 Location 0.5 MI N 51 ST Sufficiency 72 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 65 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1976 ADT Total 123200 ADT Year 2022 Design Load HS 20 Skew 24 No. Main Spans 2 Road Width 130 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 65 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.999 Deck Width 132.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.7 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 197120 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1605 Min Measured Clearance 1601 NBI Rating 19246 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0624 X H Index 98.8354 Latitude 36:05:52.93 Longitude -95:51:34.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 19246 Vault Link http://plansrv1/bridgemaintvault/b19246 GIS FO/SD Meets Standards H Inv. Method 24.1 Latitude DD 36.09803611 Longitude DD -95.85945278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 19076 x -10671025.4711914 y 4314119.38796837
19245	7283 0867 X	19245	Tulsa	U.S. 169	21ST ST. UNDER	7283 0867 X	2-95ft. PRESTRESSED CONC. BM. SPANS	1976	36.13321944	-95.85963889	189.961	127.001	—	2	0	6	123.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	103800	2022	5	Unmatched
Raw data OBJECTID 19075 BRKEY 19245 NBI No. 19245 On Under 1 Structure No. 7283 0867 X Control No. 083 Lane Ind. Milepoint 08670 Facility Carried U.S. 169 Feature Intersected 21ST ST. UNDER Division 08 County 143 Location 3.0 MI N 51 ST. Sufficiency 84 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 60 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 123.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 189.961 Deck Width 127.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.6 HS Inv. Rating Method 3 HS Inv. Method 42.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1703 Min Measured Clearance 1700 NBI Rating 19245 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-95ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0867 X H Index 97.3601 Latitude 36:07:59.59 Longitude -95:51:34.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 19245 Vault Link http://plansrv1/bridgemaintvault/b19245 GIS FO/SD Meets Standards H Inv. Method 42 Latitude DD 36.13321944 Longitude DD -95.85963889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 19075 x -10671046.1888619 y 4318967.6786273
19244	7294 0123 X	19244	Tulsa	BOSTON AVE.	U.S. 64 / US 75 / SH 51	7294 0123 X	103ft.,88ft.PCBM W/SDWKS	1976	36.1425	-95.985278	190	62	—	2	31	4	50	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.3	Good (7)	Good (7)	Good (7)	Good (7)	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 19074 BRKEY 19244 NBI No. 19244 On Under 1 Structure No. 7294 0123 X Control No. Lane Ind. Milepoint Facility Carried BOSTON AVE. Feature Intersected U.S. 64 / US 75 / SH 51 Division 08 County 143 Location 1.2 MI E I-244 Sufficiency 79.3 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 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 1976 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 31 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 190 Deck Width 62 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 68.4 HS Inv. Rating Method 3 HS Inv. Method 37.4 H Operating Rating 3 H Inv. Rating Method 3 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 1603 Max Measured Clearance 1702 Min Measured Clearance 1605 NBI Rating 19244 ODOT County 72 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 5 Rt. Curb SW 5 Description 103ft.,88ft.PCBM W/SDWKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0123 X H Index 81.3297 Latitude 36:08:33 Longitude -95:59:07 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name BOSTON AVE. 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 19244 Vault Link http://plansrv1/bridgemaintvault/b19244 GIS FO/SD FO H Inv. Method 37.3 Latitude DD 36.1425 Longitude DD -95.985278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19074 x -10685032.2706108 y 4320246.90934716
19154	4408R0040 X	19154	McClain	S.H. 9	CREEK	4408R0040 X	2-12ft. X 10ft. X 91ft. RD	1976	35.18217222	-97.59278889	29.856	0	—	2	60	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	75.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	10200	2001	5	Unmatched
Raw data OBJECTID 19073 BRKEY 19154 NBI No. 19154 On Under 1 Structure No. 4408R0040 X Control No. 008 Lane Ind. Milepoint 00400 Facility Carried S.H. 9 Feature Intersected CREEK Division 03 County 087 Location 0.4 MI E JCT US 277 Sufficiency 75.7 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 1976 ADT Total 10200 ADT Year 2001 Design Load HS 20 Skew 60 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 29.856 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. 9 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 0 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 5400 Future ADT Year 2018 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19154 ODOT County 44 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 2-12ft. X 10ft. X 91ft. RD Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4408R0040 X H Index 67 Latitude 35:10:55.82 Longitude -97:35:34.04 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name S.H. 9 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19154 Vault Link http://plansrv1/bridgemaintvault/b19154 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.18217222 Longitude DD -97.59278889 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19073 x -10863979.5643302 y 4188665.26172888
19336	4902 1376EX	19336	Mayes	U.S. 69	CREEK	4902 1376EX	88ft. PRESTRESSED CONC	1977	36.27128056	-95.33144167	89.895	43.701	—	1	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7700	2022	5	Unmatched
Raw data OBJECTID 19060 BRKEY 19336 NBI No. 19336 On Under 1 Structure No. 4902 1376EX Control No. 002 Lane Ind. E Milepoint 13760 Facility Carried U.S. 69 Feature Intersected CREEK Division 08 County 097 Location 2.9 MI S JCT SH 20 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.699 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 1977 ADT Total 7700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 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 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 89.895 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 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 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 12320 Future ADT Year 2042 Bypass Detour 0.124274 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 19336 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 3 Lft. Curb SW 0 Rt. Curb SW 0 Description 88ft. PRESTRESSED CONC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4902 1376EX H Index 95.0503 Latitude 36:16:16.61 Longitude -95:19:53.19 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 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 19336 Vault Link http://plansrv1/bridgemaintvault/b19336 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.27128056 Longitude DD -95.33144167 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19060 x -10612247.5432931 y 4338013.65002551
19335	1506 0749 X	19335	Coal	S.H. 3	LEADER CREEK O'FLOW	1506 0749 X	3-30ft. CONC SLAB SPAN	1977	34.61092778	-96.3969	89.895	49.541	—	3	0	2	47.572	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.5	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 19059 BRKEY 19335 NBI No. 19335 On Under 1 Structure No. 1506 0749 X Control No. 006 Lane Ind. Milepoint 07490 Facility Carried S.H. 3 Feature Intersected LEADER CREEK O'FLOW Division 03 County 029 Location 7.5 MI E PONTOTOC C/L Sufficiency 94.5 Kind Hwy 3 Level Service 1 Route No. 00003 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1977 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 47.572 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 1 - Concrete Design 01 Length 89.895 Deck Width 49.541 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 51 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 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 19335 ODOT County 15 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 3-30ft. CONC SLAB SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1506 0749 X H Index 98.8793 Latitude 34:36:39.34 Longitude -96:23:48.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19335 Vault Link http://plansrv1/bridgemaintvault/b19335 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.61092778 Longitude DD -96.3969 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19059 x -10730853.8220501 y 4111132.68422227
19243	6810 2080 X	19243	Sequoyah	S.H. 64D	U.S. 64 UNDER	6810 2080 X	97ft. - 91ft. PC BEAM SK 7°	1976	35.40139722	-94.44714167	190	30.699	—	2	7	1	27.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.9	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	3300	2022	5	Unmatched
Raw data OBJECTID 19055 BRKEY 19243 NBI No. 19243 On Under 1 Structure No. 6810 2080 X Control No. Lane Ind. Milepoint Facility Carried S.H. 64D Feature Intersected U.S. 64 UNDER Division 01 County 135 Location 20.80 E JCT US-59 Sufficiency 79.9 Kind Hwy 3 Level Service 1 Route No. 0064D Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.7 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1976 ADT Total 3300 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 2 Road Width 27.7 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 18.599 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 190 Deck Width 30.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.1 HS Inv. Rating Method 3 HS Inv. Method 41 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5280 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1705 Max Measured Clearance 1801 Min Measured Clearance 1511 NBI Rating 19243 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 97ft. - 91ft. PC BEAM SK 7° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6810 2080 X H Index 89.4299 Latitude 35:24:05.03 Longitude -94:26:49.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 64D Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-2080 NBI Text 19243 Vault Link http://plansrv1/bridgemaintvault/b19243 GIS FO/SD FO H Inv. Method 40.9 Latitude DD 35.40139722 Longitude DD -94.44714167 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19055 x -10513807.7175846 y 4218564.10285596
19242	4022 1398NX	19242	Le Flore	U.S. 271	S.H. 112 UNDER	4022 1398NX	43ft. - 85ft. - 54ft. PC BEAM SK 33°	1976	35.29080556	-94.44305556	183.999	51.699	—	3	33	3	43.701	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9650	2022	5	Unmatched
Raw data OBJECTID 19054 BRKEY 19242 NBI No. 19242 On Under 1 Structure No. 4022 1398NX Control No. 022 Lane Ind. N Milepoint 13980 Facility Carried U.S. 271 Feature Intersected S.H. 112 UNDER Division 02 County 079 Location 13.98 E JCT US-59 Sufficiency 77 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.701 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 1976 ADT Total 9650 ADT Year 2022 Design Load HS 20 Skew 33 No. Main Spans 3 Road Width 43.701 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 11.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.999 Deck Width 51.699 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 6 Super Rating 6 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 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1604 NBI Rating 19242 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 43ft. - 85ft. - 54ft. PC BEAM SK 33° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4022 1398NX H Index 98.5233 Latitude 35:17:26.9 Longitude -94:26:35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 271 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 095 NBI Text 19242 Vault Link http://plansrv1/bridgemaintvault/b19242 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.29080556 Longitude DD -94.44305556 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19054 x -10513352.8539 y 4203471.01944309
19241	0520 0479 X	19241	Beckham	S.H. 30	LITTLE TURKEY CREEK	0520 0479 X	3-60ft. P/S CONC. BEAM SPANS	1976	35.28430833	-99.87647778	182.087	36.001	—	3	0	2	36.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	790	2022	5	Unmatched
Raw data OBJECTID 19053 BRKEY 19241 NBI No. 19241 On Under 1 Structure No. 0520 0479 X Control No. 020 Lane Ind. Milepoint 04790 Facility Carried S.H. 30 Feature Intersected LITTLE TURKEY CREEK Division 05 County 009 Location 5.3 MI N JCT I-40 BUS. Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00030 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1976 ADT Total 790 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 36.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.087 Deck Width 36.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1264 Future ADT Year 2042 Bypass Detour 34.796787 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19241 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0520 0479 X H Index 99.9527 Latitude 35:17:03.51 Longitude -99:52:35.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 30 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 19241 Vault Link http://plansrv1/bridgemaintvault/b19241 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.28430833 Longitude DD -99.87647778 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19053 x -11118198.6486953 y 4202584.94684405
19240	7283 0667 X	19240	Tulsa	U.S. 169	41ST ST. UNDER	7283 0667 X	95ft.-85ft. PRESTRESSED	1976	36.104222	-95.859469	180.118	135.699	—	2	0	8	132.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	103800	2022	5	Unmatched
Raw data OBJECTID 19052 BRKEY 19240 NBI No. 19240 On Under 1 Structure No. 7283 0667 X Control No. 083 Lane Ind. Milepoint 06670 Facility Carried U.S. 169 Feature Intersected 41ST ST. UNDER Division 08 County 143 Location 1.0 MI N 51 ST. Sufficiency 81 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 65 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 132.7 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 180.118 Deck Width 135.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 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 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1707 Min Measured Clearance 1700 NBI Rating 19240 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 2 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 95ft.-85ft. PRESTRESSED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0667 X H Index 95.8084 Latitude 36:06:15.2 Longitude -95:51:34.09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 19240 Vault Link http://plansrv1/bridgemaintvault/b19240 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.104222 Longitude DD -95.859469 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 19052 x -10671027.2767936 y 4314971.65113983
19239	2402 0215NX	19239	Garfield	U.S. 60 / U.S. 412	CREEK	2402 0215NX	3-60 PRESTRESSED CONC. BM. SPANS	1976	36.39111111	-98.06583333	182.001	49.701	—	3	0	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.1	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3700	2022	5	Unmatched
Raw data OBJECTID 19051 BRKEY 19239 NBI No. 19239 On Under 1 Structure No. 2402 0215NX Control No. 002 Lane Ind. N Milepoint 02150 Facility Carried U.S. 60 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 2.2 MI E MAJOR C/L Sufficiency 90.1 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 46.699 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 1976 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 46.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.001 Deck Width 49.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 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 19239 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 3-60 PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 0215NX H Index 89.1745 Latitude 36:23:28 Longitude -98:03:57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 & 412 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 19239 Vault Link http://plansrv1/bridgemaintvault/b19239 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.39111111 Longitude DD -98.06583333 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19051 x -10916638.6305136 y 4354571.9722
19238	7294 0096 X	19238	Tulsa	CHEYENNE AVE.	U.S. 64 / US 75 / SH 51	7294 0096 X	86ft.,96ft.PCBM W/SDWKS	1976	36.143769	-95.989653	183.33	62	—	2	7	3	49.869	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.5	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	4100	2022	5	Unmatched
Raw data OBJECTID 19050 BRKEY 19238 NBI No. 19238 On Under 1 Structure No. 7294 0096 X Control No. Lane Ind. Milepoint Facility Carried CHEYENNE AVE. Feature Intersected U.S. 64 / US 75 / SH 51 Division 08 County 143 Location 0.9 MI E I-244 Sufficiency 83.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 49.869 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 1976 ADT Total 4100 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 2 Road Width 49.869 Ref. Underclearance Rt. H Underclearance Right 14.108 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 49.869 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.33 Deck Width 62 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 7 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 66 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6560 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 1601 Max Measured Clearance 1705 Min Measured Clearance 1603 NBI Rating 19238 ODOT County 72 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 5 Rt. Curb SW 5 Description 86ft.,96ft.PCBM W/SDWKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0096 X H Index 89.2103 Latitude 36:08:37.57 Longitude -95:59:22.75 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name CHEYENNE AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19238 Vault Link http://plansrv1/bridgemaintvault/b19238 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.143769 Longitude DD -95.989653 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 19050 x -10685519.293383 y 4320421.83983901
19424	3108 2350 X	19424	Haskell	S.H. 9	S BRANCH CACHE CREEK	3108 2350 X	(3) 12ft. X 9ft. X 38.7ft. LONG RCB SK 30°	1978	35.26039722	-94.83602222	46.201	33.501	—	3	30	2	32.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2800	2022	5	Unmatched
Raw data OBJECTID 19040 BRKEY 19424 NBI No. 19424 On Under 1 Structure No. 3108 2350 X Control No. 008 Lane Ind. Milepoint 23500 Facility Carried S.H. 9 Feature Intersected S BRANCH CACHE CREEK Division 01 County 061 Location 1.2 W LE FLORE C/L Sufficiency 87.4 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1978 ADT Total 2800 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 N No. Lanes 2 Fill RCB FG Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 46.201 Deck Width 33.501 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 6 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 4480 Future ADT Year 2042 Bypass Detour 34.796787 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 19424 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 12ft. X 9ft. X 38.7ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3108 2350 X H Index 94.5452 Latitude 35:15:37.43 Longitude -94:50:09.68 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 9 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08-2350 NBI Text 19424 Vault Link http://plansrv1/bridgemaintvault/b19424 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.26039722 Longitude DD -94.83602222 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19040 x -10557097.70239 y 4199324.63402941
19423	5156 0626 X	19423	Muskogee	U.S. 69	BUTLER CREEK TRIB.	5156 0626 X	3-12ft.X 12ft. X 196ft. R.	1978	35.63656667	-95.45743889	40.026	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	57.7	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	15500	2022	5	Unmatched
Raw data OBJECTID 19039 BRKEY 19423 NBI No. 19423 On Under 1 Structure No. 5156 0626 X Control No. 056 Lane Ind. Milepoint 06260 Facility Carried U.S. 69 Feature Intersected BUTLER CREEK TRIB. Division 01 County 101 Location 6.2 MI N MCINTOSH C/L Sufficiency 57.7 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 80 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 1978 ADT Total 15500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 80 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 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 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41.2 HS Inv. Rating Method 1 HS Inv. Method 24.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24800 Future ADT Year 2042 Bypass Detour 27.961703 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 19423 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X 12ft. X 196ft. R. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5156 0626 X H Index 98.0219 Latitude 35:38:11.64 Longitude -95:27:26.78 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19423 Vault Link http://plansrv1/bridgemaintvault/b19423 GIS FO/SD Meets Standards H Inv. Method 14.1 Latitude DD 35.63656667 Longitude DD -95.45743889 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19039 x -10626273.4896648 y 4250728.05164044
19422	7250R0625 X	19422	Tulsa	S.H. 20	BILL TACKER CREEK	7250 0625 X	3-12ft.X 8ft.X 40ft. R.C.B	1978	36.365614	-95.880283	40	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	5100	2019	5	Unmatched
Raw data OBJECTID 19038 BRKEY 19422 NBI No. 19422 On Under 1 Structure No. 7250R0625 X Control No. 050 Lane Ind. Milepoint 06250 Facility Carried S.H. 20 Feature Intersected BILL TACKER CREEK Division 08 County 143 Location 6.4 MI E JCT SH 11 Sufficiency 85.5 Kind Hwy 3 Level Service 1 Route No. 00020 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 5100 ADT Year 2019 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.9 HS Inv. Rating Method 1 HS Inv. Method 37.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8160 Future ADT Year 2039 Bypass Detour 29.825817 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 19422 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-12ft.X 8ft.X 40ft. R.C.B Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7250 0625 X H Index 98.68 Latitude 36:21:56.21 Longitude -95:52:49.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 20 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19422 Vault Link http://plansrv1/bridgemaintvault/b19422 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 36.365614 Longitude DD -95.880283 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19038 x -10673344.280675 y 4351046.6182646
19329	1642 0432 X	19329	Comanche	S.H. 49	CREEK	1642 0432 X	(18ft.-24ft.-18ft.)X 15ft.X 181ft. R.C.BOX	1977	34.72435556	-98.438875	63.976	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	73.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4700	2022	5	Unmatched
Raw data OBJECTID 19035 BRKEY 19329 NBI No. 19329 On Under 1 Structure No. 1642 0432 X Control No. 042 Lane Ind. Milepoint 04320 Facility Carried S.H. 49 Feature Intersected CREEK Division 07 County 031 Location 2.5 MI.W. JCT. US62 Sufficiency 73.5 Kind Hwy 3 Level Service 1 Route No. 00049 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 34.029 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 1977 ADT Total 4700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 63.976 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 59.8 HS Inv. Rating Method 1 HS Inv. Method 35.8 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 7520 Future ADT Year 2042 Bypass Detour 26.718961 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 19329 ODOT County 16 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (18ft.-24ft.-18ft.)X 15ft.X 181ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1642 0432 X H Index 98.7846 Latitude 34:43:27.68 Longitude -98:26:19.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 49 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 079 NBI Text 19329 Vault Link http://plansrv1/bridgemaintvault/b19329 GIS FO/SD Meets Standards H Inv. Method 19.9 Latitude DD 34.72435556 Longitude DD -98.438875 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19035 x -10958165.4392627 y 4126484.97320888
19326	3836 0960 X	19326	Kiowa	S.H. 19	IRRIGATION CANAL	3836 0960 X	51ft. P/S CONC BEAM SPAN, SK. 25 DEG. R.F.	1977	34.855992	-99.079572	50.853	35	—	1	25	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	310	2022	5	Unmatched
Raw data OBJECTID 19032 BRKEY 19326 NBI No. 19326 On Under 1 Structure No. 3836 0960 X Control No. 036 Lane Ind. Milepoint 09600 Facility Carried S.H. 19 Feature Intersected IRRIGATION CANAL Division 05 County 075 Location 3.7 MI W U.S. 183 Sufficiency 89 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1977 ADT Total 310 ADT Year 2022 Design Load Other or Unknown Skew 25 No. Main Spans 1 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 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 50.853 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 37 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 496 Future ADT Year 2042 Bypass Detour 37.903642 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19326 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 51ft. P/S CONC BEAM SPAN, SK. 25 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3836 0960 X H Index 98.6007 Latitude 34:51:21.57 Longitude -99:04:46.46 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19326 Vault Link http://plansrv1/bridgemaintvault/b19326 GIS FO/SD Meets Standards H Inv. Method 16 Latitude DD 34.855992 Longitude DD -99.079572 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19032 x -11029487.5030555 y 4144328.21218304
19237	7294 0095 X	19237	Tulsa	UTILITY BRIDGE	U.S. 64 / US 75 / SH 51	7294 0095 X	87ft.-97ft. CONT. PLATES GIRDER SPANS SK. 83 DEG.59ft.22ft.	1976	36.143781	-95.989786	185.039	8.858	—	2	7	6	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	63200	2022	5	Unmatched
Raw data OBJECTID 19031 BRKEY 19237 NBI No. 19237 On Under A Structure No. 7294 0095 X Control No. 094 Lane Ind. Milepoint 00950 Facility Carried UTILITY BRIDGE Feature Intersected U.S. 64 / US 75 / SH 51 Division 08 County 143 Location 0.9 MI E I-244 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00444 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1976 ADT Total 63200 ADT Year 2022 Design Load Other or Unknown Skew 7 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 13.123 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 185.039 Deck Width 8.858 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 0 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting 0 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 101120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 1905 Min Measured Clearance 1902 NBI Rating 19237 ODOT County 72 Nav. Control _ 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 87ft.-97ft. CONT. PLATES GIRDER SPANS SK. 83 DEG.59ft.22ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0095 X H Index -1 Latitude 36:08:37.61 Longitude -95:59:23.23 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name U.S. 64 / US 75 / SH 51 UNDER 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 19237 Vault Link http://plansrv1/bridgemaintvault/b19237 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.143781 Longitude DD -95.989786 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19031 x -10685534.0988753 y 4320423.49404156
19236	4022 1398SX	19236	Le Flore	U.S. 271	S.H. 112 UNDER	4022 1398SX	36ft. - 85ft. - 49ft. PC BEAM SK 34°	1976	35.29041944	-94.44303333	172.001	43.701	—	3	34	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.1	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	9550	2022	5	Unmatched
Raw data OBJECTID 19030 BRKEY 19236 NBI No. 19236 On Under 1 Structure No. 4022 1398SX Control No. 022 Lane Ind. S Milepoint 13980 Facility Carried U.S. 271 Feature Intersected S.H. 112 UNDER Division 02 County 079 Location 13.98 E JCT US-59 Sufficiency 89.1 Kind Hwy 2 Level Service 1 Route No. 00271 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40.699 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 1976 ADT Total 9550 ADT Year 2022 Design Load HS 20 Skew 34 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 11.001 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 172.001 Deck Width 43.701 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 6 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 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1604 NBI Rating 19236 ODOT County 40 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 2 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft. - 85ft. - 49ft. PC BEAM SK 34° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4022 1398SX H Index 96.4274 Latitude 35:17:25.51 Longitude -94:26:34.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 271 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 096 NBI Text 19236 Vault Link http://plansrv1/bridgemaintvault/b19236 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.29041944 Longitude DD -94.44303333 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19030 x -10513350.3792678 y 4203418.35957647
19235	7283 0767 X	19235	Tulsa	U.S. 169	31ST ST. UNDER	7283 0767 X	2-85ft. PRESTRESSED CONC BM. SPANS	1976	36.118742	-95.859519	169.948	132.999	—	2	0	8	130	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	103800	2022	5	Unmatched
Raw data OBJECTID 19029 BRKEY 19235 NBI No. 19235 On Under 1 Structure No. 7283 0767 X Control No. 083 Lane Ind. Milepoint 07670 Facility Carried U.S. 169 Feature Intersected 31ST ST. UNDER Division 08 County 143 Location 2.0 MI N 51 ST. Sufficiency 80 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 65 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1976 ADT Total 103800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 130 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 169.948 Deck Width 132.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 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 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 166080 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1608 Max Measured Clearance 1705 Min Measured Clearance 1700 NBI Rating 19235 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-85ft. PRESTRESSED CONC BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0767 X H Index 97.8891 Latitude 36:07:07.47 Longitude -95:51:34.27 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 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 19235 Vault Link http://plansrv1/bridgemaintvault/b19235 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 36.118742 Longitude DD -95.859519 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 19029 x -10671032.8427681 y 4316972.41292936
19234	6020 0245 X	19234	Payne	S.H. 51	EAST BRUSH CREEK	6020 0245 X	3-55ft. P.C. BM SPANS SK. 60 DEG. LF W/ SLOPED-FACE PARAPET RAILS	1976	36.11605556	-97.00786944	166.995	58.999	—	3	30	4	56.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	9200	2022	5	Unmatched
Raw data OBJECTID 19028 BRKEY 19234 NBI No. 19234 On Under 1 Structure No. 6020 0245 X Control No. 020 Lane Ind. Milepoint 02450 Facility Carried S.H. 51 Feature Intersected EAST BRUSH CREEK Division 04 County 119 Location 2.4 MI E JCT US 177 Sufficiency 83 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 56.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1976 ADT Total 9200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 56.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 166.995 Deck Width 58.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 56.9 HS Inv. Rating Method 3 HS Inv. Method 36.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14720 Future ADT Year 2042 Bypass Detour 26.09759 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19234 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 3-55ft. P.C. BM SPANS SK. 60 DEG. LF W/ SLOPED-FACE PARAPET RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6020 0245 X H Index 99.803 Latitude 36:06:57.8 Longitude -97:00:28.33 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 (6TH STREET) 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 19234 Vault Link http://plansrv1/bridgemaintvault/b19234 GIS FO/SD Meets Standards H Inv. Method 36.7 Latitude DD 36.11605556 Longitude DD -97.00786944 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19028 x -10798866.6290012 y 4316602.21103851
19233	7294 0116 X	19233	Tulsa	UTILITY BRIDGE	U.S. 64 / US 75 / SH 51	7294 0116 X	89ft.,75ft.CONT I-BM SPA	1976	36.143061	-95.98625	164.042	8.858	—	2	31	6	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	63200	2022	5	Unmatched
Raw data OBJECTID 19027 BRKEY 19233 NBI No. 19233 On Under 2 Structure No. 7294 0116 X Control No. 094 Lane Ind. Milepoint 01160 Facility Carried UTILITY BRIDGE Feature Intersected U.S. 64 / US 75 / SH 51 Division 08 County 143 Location 1.1 MI E I-244 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00444 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 50 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1976 ADT Total 63200 ADT Year 2022 Design Load Other or Unknown Skew 31 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 8.999 Underclearance Left 5.906 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 164.042 Deck Width 8.858 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 0 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 2 Bridge Posting 0 Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 101120 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1806 Max Measured Clearance 1910 Min Measured Clearance 1810 NBI Rating 19233 ODOT County 72 Nav. Control _ 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 89ft.,75ft.CONT I-BM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7294 0116 X H Index -1 Latitude 36:08:35.02 Longitude -95:59:10.5 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name U.S. 64 / US 75 / SH 51 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19233 Vault Link http://plansrv1/bridgemaintvault/b19233 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.143061 Longitude DD -95.98625 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 19027 x -10685140.4731559 y 4320324.24233619
19137	3226 1016 X	19137	Hughes	S.H. 48	CREEK	3226 1016 X	2-10ft.X6ft.X56ft. RC BOX	1976	35.07344167	-96.39298333	24.934	23.999	—	2	30	2	23.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	68.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 19021 BRKEY 19137 NBI No. 19137 On Under 1 Structure No. 3226 1016 X Control No. 026 Lane Ind. Milepoint 10160 Facility Carried S.H. 48 Feature Intersected CREEK Division 03 County 063 Location 10.3 MI N JCT SH 1 Sufficiency 68.3 Kind Hwy 3 Level Service 1 Route No. 00048 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 02 - Principal Arterial Other (Rural) Year Built 1976 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 23.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 24.934 Deck Width 23.999 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 5 Culv. Rating 8 Structure Rating 6 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 46.3 HS Inv. Rating Method 2 HS Inv. Method 27.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4160 Future ADT Year 2042 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19137 ODOT County 32 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.X56ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3226 1016 X H Index 98.68 Latitude 35:04:24.39 Longitude -96:23:34.74 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 48 Scour 8 Design Structure 19 - Culvert FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19137 Vault Link http://plansrv1/bridgemaintvault/b19137 GIS FO/SD FO H Inv. Method 15.4 Latitude DD 35.07344167 Longitude DD -96.39298333 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 19021 x -10730417.8203401 y 4173866.05792323
19421	4704 0328 X	19421	Major	U.S. 60	GYPSUM CREEK	4704 0328 X	3-15ft.X 11ft.X 136 ft. R.	1978	36.30783611	-98.47951944	46.916	136	—	3	0	4	134	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2800	2022	5	Unmatched
Raw data OBJECTID 19020 BRKEY 19421 NBI No. 19421 On Under 1 Structure No. 4704 0328 X Control No. 004 Lane Ind. Milepoint 03280 Facility Carried U.S. 60 Feature Intersected GYPSUM CREEK Division 06 County 093 Location 3.2 MI N JCT SH 58 Sufficiency 82.7 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 83.599 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 1978 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 134 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 136 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 42.2 HS Inv. Rating Method 2 HS Inv. Method 25.3 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 4480 Future ADT Year 2042 Bypass Detour 32.932673 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 19421 ODOT County 47 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-15ft.X 11ft.X 136 ft. R. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4704 0328 X H Index 91.7418 Latitude 36:18:28.21 Longitude -98:28:46.27 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19421 Vault Link http://plansrv1/bridgemaintvault/b19421 GIS FO/SD Meets Standards H Inv. Method 14.9 Latitude DD 36.30783611 Longitude DD -98.47951944 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 19020 x -10962689.9576271 y 4343062.23911639
19420	5736 0082 X	19420	Osage	S.H. 10	COON CREEK	5736 0082 X	3-15ft.X 13ft.X 40ft. R.C.BOX	1978	36.92661667	-96.01587778	48.885	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	300	2022	5	Unmatched
Raw data OBJECTID 19019 BRKEY 19420 NBI No. 19420 On Under 1 Structure No. 5736 0082 X Control No. 036 Lane Ind. Milepoint 00820 Facility Carried S.H. 10 Feature Intersected COON CREEK Division 08 County 113 Location 0.9 MI.W.WASH.CO.LN Sufficiency 96.7 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1978 ADT Total 300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB AG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 48.885 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 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 480 Future ADT Year 2042 Bypass Detour 64.001232 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19420 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-15ft.X 13ft.X 40ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5736 0082 X H Index 67 Latitude 36:55:35.82 Longitude -96:00:57.16 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 10 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19420 Vault Link http://plansrv1/bridgemaintvault/b19420 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.92661667 Longitude DD -96.01587778 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 19019 x -10688438.6225388 y 4428883.0274888