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
22076	0422 0587 X	22076	Beaver	U.S. 270	DUCK POND CREEK	0422 0587 X	85ft.-80ft.-85ft. PRESTRES	1988	36.61615833	-100.41797222	250	58	—	3	0	3	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.1	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2200	2022	5	Unmatched
Raw data OBJECTID 22127 BRKEY 22076 NBI No. 22076 On Under 1 Structure No. 0422 0587 X Control No. 022 Lane Ind. Milepoint 05870 Facility Carried U.S. 270 Feature Intersected DUCK POND CREEK Division 06 County 007 Location 5.9 MI.E. JCT. SH23 Sufficiency 87.1 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 56 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 1988 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 56 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 250 Deck Width 58 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 73 HS Inv. Rating Method 1 HS Inv. Method 43.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 70.214944 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 22076 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 85ft.-80ft.-85ft. PRESTRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0422 0587 X H Index 97.9497 Latitude 36:36:58.17 Longitude -100:25:04.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 270 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14 NBI Text 22076 Vault Link http://plansrv1/bridgemaintvault/b22076 GIS FO/SD Meets Standards H Inv. Method 29.9 Latitude DD 36.61615833 Longitude DD -100.41797222 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22127 x -11178477.5340235 y 4385738.40617525
22075	7290 0220SX	22075	Tulsa	S.H. 11 EB	ERIC AVE & COAL CR. UND	7290 0220SX	97ft.-96ft.-58ft. PCBM SPA	1988	36.19478333	-95.91536667	250	41.01	—	3	0	2	38.058	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	12850	2022	5	Unmatched
Raw data OBJECTID 22126 BRKEY 22075 NBI No. 22075 On Under 1 Structure No. 7290 0220SX Control No. 090 Lane Ind. S Milepoint 02200 Facility Carried S.H. 11 EB Feature Intersected ERIC AVE & COAL CR. UND Division 08 County 143 Location 2.0 MI E US 75 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 12850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 6.001 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 250 Deck Width 41.01 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.5 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1606 Min Measured Clearance 1600 NBI Rating 22075 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 97ft.-96ft.-58ft. PCBM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0220SX H Index 97.7721 Latitude 36:11:41.22 Longitude -95:54:55.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22075 Vault Link http://plansrv1/bridgemaintvault/b22075 GIS FO/SD Meets Standards H Inv. Method 25.9 Latitude DD 36.19478333 Longitude DD -95.91536667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22126 x -10677249.7769545 y 4327456.46407044
22074	7290 0220NX	22074	Tulsa	S.H. 11 WB	ERIC AVE & COAL CR. UND	7290 0220NX	97ft.-96ft.-58ft. PCBM SPA	1988	36.195036	-95.915158	250	41.01	—	3	0	2	38.058	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	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)	B	13550	2022	5	Unmatched
Raw data OBJECTID 22125 BRKEY 22074 NBI No. 22074 On Under 1 Structure No. 7290 0220NX Control No. 090 Lane Ind. N Milepoint 02200 Facility Carried S.H. 11 WB Feature Intersected ERIC AVE & COAL CR. UND Division 08 County 143 Location 2.0 MI E US 75 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 13550 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 6.001 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 250 Deck Width 41.01 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80.5 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1508 Max Measured Clearance 1702 Min Measured Clearance 1702 NBI Rating 22074 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 97ft.-96ft.-58ft. PCBM SPA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0220NX H Index 97.3312 Latitude 36:11:42.13 Longitude -95:54:54.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22074 Vault Link http://plansrv1/bridgemaintvault/b22074 GIS FO/SD Meets Standards H Inv. Method 25.9 Latitude DD 36.195036 Longitude DD -95.915158 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22125 x -10677226.5479164 y 4327491.31741655
21983	7283 0535EX	21983	Tulsa	U.S. 169 NB	UNION PACIFIC R.R. UNDER	7283 0535EX	100ft. PREST CONC BM SPAN	1988	36.08701667	-95.85826667	100.016	61.001	—	1	0	3	57.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.5	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	60750	2022	5	Unmatched
Raw data OBJECTID 22122 BRKEY 21983 NBI No. 21983 On Under 1 Structure No. 7283 0535EX Control No. 083 Lane Ind. E Milepoint 05350 Facility Carried U.S. 169 NB Feature Intersected UNION PACIFIC R.R. UNDER Division 08 County 143 Location 1.7 MI N OF S 71 ST Sufficiency 99.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 2 Vertical Clearance Y Horizontal Clearance 57.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 60750 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 57.999 Ref. Underclearance Rt. R Underclearance Right 16.499 Underclearance Left 16.499 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 57.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100.016 Deck Width 61.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 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 3 HS Operating Rating 62.5 HS Inv. Rating Method 3 HS Inv. Method 46.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 97200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2202 Max Measured Clearance 2400 Min Measured Clearance 2400 NBI Rating 21983 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0535EX H Index 95.1533 Latitude 36:05:13.26 Longitude -95:51:29.76 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 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 21983 Vault Link http://plansrv1/bridgemaintvault/b21983 GIS FO/SD Meets Standards H Inv. Method 46.4 Latitude DD 36.08701667 Longitude DD -95.85826667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22122 x -10670893.4340302 y 4312601.34693776
21982	7283 0515WX	21982	Tulsa	U.S. 169 SB	E 55 PLACE S UNDER	7283 0515WX	100ft. PREST CONC BM SPAN	1988	36.08333333	-95.85944444	100	61.001	—	1	12	3	57.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.4	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	61600	2022	5	Unmatched
Raw data OBJECTID 22121 BRKEY 21982 NBI No. 21982 On Under 1 Structure No. 7283 0515WX Control No. 083 Lane Ind. W Milepoint 05150 Facility Carried U.S. 169 SB Feature Intersected E 55 PLACE S UNDER Division 08 County 143 Location 1.5 MI N OF S 71 ST Sufficiency 97.4 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 61600 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 1 Road Width 57.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 57.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100 Deck Width 61.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.9 HS Inv. Rating Method 3 HS Inv. Method 49.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 98560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1605 Min Measured Clearance 1601 NBI Rating 21982 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0515WX H Index 98.6084 Latitude 36:05:00 Longitude -95:51:34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 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 21982 Vault Link http://plansrv1/bridgemaintvault/b21982 GIS FO/SD Meets Standards H Inv. Method 49.2 Latitude DD 36.08333333 Longitude DD -95.85944444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22121 x -10671024.5427869 y 4312093.97647955
21981	7283 0515EX	21981	Tulsa	U.S. 169 NB	E 55 PLACE S UNDER	7283 0515EX	100ft. PREST CONC BM SPAN	1988	36.08361111	-95.85888889	100	61	—	1	12	3	57.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	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	60750	2022	5	Unmatched
Raw data OBJECTID 22120 BRKEY 21981 NBI No. 21981 On Under 1 Structure No. 7283 0515EX Control No. 083 Lane Ind. E Milepoint 05150 Facility Carried U.S. 169 NB Feature Intersected E 55 PLACE S UNDER Division 08 County 143 Location 1.5 MI N OF S 71 ST Sufficiency 97.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1988 ADT Total 60750 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 1 Road Width 57.999 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 57.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 100 Deck Width 61 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.9 HS Inv. Rating Method 3 HS Inv. Method 49.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 97200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1608 Min Measured Clearance 1603 NBI Rating 21981 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7283 0515EX H Index 99.3264 Latitude 36:05:01 Longitude -95:51:32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 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 21981 Vault Link http://plansrv1/bridgemaintvault/b21981 GIS FO/SD Meets Standards H Inv. Method 49.2 Latitude DD 36.08361111 Longitude DD -95.85888889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22120 x -10670962.6992438 y 4312132.23911978
21980	6357 0099 X	21980	Pottawatomie	S.H. 59B	COON CREEK	6357 0099 X	100ft. PRESTRESSED CON	1988	35.14505278	-97.03706389	104.987	34.121	—	1	45	2	32.152	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.2	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	660	2022	4	Unmatched
Raw data OBJECTID 22119 BRKEY 21980 NBI No. 21980 On Under 1 Structure No. 6357 0099 X Control No. 057 Lane Ind. Milepoint 00990 Facility Carried S.H. 59B Feature Intersected COON CREEK Division 03 County 125 Location 1.0 MI E SH 102 Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 0059B 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 1988 ADT Total 660 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 1 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 104.987 Deck Width 34.121 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 5 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 97.8 HS Inv. Rating Method 1 HS Inv. Method 43.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1056 Future ADT Year 2042 Bypass Detour 16.155651 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 21980 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PRESTRESSED CON Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6357 0099 X H Index 96.4409 Latitude 35:08:42.19 Longitude -97:02:13.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 59B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 21980 Vault Link http://plansrv1/bridgemaintvault/b21980 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 35.14505278 Longitude DD -97.03706389 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22119 x -10802116.5403091 y 4183610.75085653
21786	0317 2172 X	21786	Atoka	S.H. 43	CREEK	0317 2172 X	(2) 10ft. X 4ft. X 41ft. LONG RCB	1988	34.551525	-95.70221389	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.7	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	480	2022	5	Unmatched
Raw data OBJECTID 22111 BRKEY 21786 NBI No. 21786 On Under 1 Structure No. 0317 2172 X Control No. 017 Lane Ind. Milepoint 21720 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 005 Location 21.72 E JCT US-69 Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38.999 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 1988 ADT Total 480 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 768 Future ADT Year 2042 Bypass Detour 52.19518 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 21786 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 10ft. X 4ft. X 41ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0317 2172 X H Index 66.9987 Latitude 34:33:05.49 Longitude -95:42:07.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 76 NBI Text 21786 Vault Link http://plansrv1/bridgemaintvault/b21786 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.551525 Longitude DD -95.70221389 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22111 x -10653521.7180237 y 4103100.97280363
21785	6424 0668 X	21785	Pushmataha	S.H. 43	CREEK	6424 0668 X	(3) 8ft. X 4ft. X 44.5ft. LONG RCB	1988	34.63968611	-95.40468333	27.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	420	2022	5	Unmatched
Raw data OBJECTID 22110 BRKEY 21785 NBI No. 21785 On Under 1 Structure No. 6424 0668 X Control No. 024 Lane Ind. Milepoint 06680 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 6.68 E PITTSBURG C/L Sufficiency 81.2 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.999 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 1988 ADT Total 420 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 27.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 42.58 HS Inv. Rating Method 1 HS Inv. Method 25.54 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 672 Future ADT Year 2042 Bypass Detour 89.99977 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 21785 ODOT County 64 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 4ft. X 44.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0668 X H Index 100 Latitude 34:38:22.87 Longitude -95:24:16.86 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 116 NBI Text 21785 Vault Link http://plansrv1/bridgemaintvault/b21785 GIS FO/SD Meets Standards H Inv. Method 14.2 Latitude DD 34.63968611 Longitude DD -95.40468333 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22110 x -10620400.7675891 y 4115023.09522645
21784	6424 0628 X	21784	Pushmataha	S.H. 43	CREEK	6424 0628 X	(3) 8ft. X 4ft. X 36.5ft. LONG RCB	1988	34.63952222	-95.41168056	27.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	90.7	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	420	2022	5	Unmatched
Raw data OBJECTID 22109 BRKEY 21784 NBI No. 21784 On Under 1 Structure No. 6424 0628 X Control No. 024 Lane Ind. Milepoint 06280 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 6.28 E PITTSBURG C/L Sufficiency 90.7 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 35 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 1988 ADT Total 420 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 27.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 672 Future ADT Year 2042 Bypass Detour 89.99977 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 21784 ODOT County 64 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 4ft. X 36.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6424 0628 X H Index 99.7 Latitude 34:38:22.28 Longitude -95:24:42.05 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 115 NBI Text 21784 Vault Link http://plansrv1/bridgemaintvault/b21784 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.63952222 Longitude DD -95.41168056 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22109 x -10621179.6956697 y 4115000.92045669
21783	6423 0562 X	21783	Pushmataha	S.H. 43	CREEK	6423 0562 X	(2) 10ft. X 5ft. X 50.2ft. LONG RCB SK 30°	1988	34.58686389	-95.58105833	26.499	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.5	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	300	2022	5	Unmatched
Raw data OBJECTID 22108 BRKEY 21783 NBI No. 21783 On Under 1 Structure No. 6423 0562 X Control No. 023 Lane Ind. Milepoint 05620 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 5.62 E ATOKA C/L Sufficiency 91.5 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.001 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 1988 ADT Total 300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 26.499 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. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 89.99977 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 21783 ODOT County 64 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 5ft. X 50.2ft. LONG RCB SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6423 0562 X H Index 100 Latitude 34:35:12.71 Longitude -95:34:51.81 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 109 NBI Text 21783 Vault Link http://plansrv1/bridgemaintvault/b21783 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.58686389 Longitude DD -95.58105833 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22108 x -10640034.7427778 y 4107878.36997939
21782	6423 0497 X	21782	Pushmataha	S.H. 43	CREEK	6423 0497 X	(2) 10ft. X 7ft. X 63.5ft. LONG RCB	1988	34.58079722	-95.58971389	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	91.5	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	300	2022	5	Unmatched
Raw data OBJECTID 22107 BRKEY 21782 NBI No. 21782 On Under 1 Structure No. 6423 0497 X Control No. 023 Lane Ind. Milepoint 04970 Facility Carried S.H. 43 Feature Intersected CREEK Division 02 County 127 Location 4.97 E ATOKA C/L Sufficiency 91.5 Kind Hwy 3 Level Service 1 Route No. 00043 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 62.001 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 1988 ADT Total 300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 480 Future ADT Year 2042 Bypass Detour 89.99977 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 21782 ODOT County 64 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 7ft. X 63.5ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6423 0497 X H Index 100 Latitude 34:34:50.87 Longitude -95:35:22.97 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 43 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 108 NBI Text 21782 Vault Link http://plansrv1/bridgemaintvault/b21782 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.58079722 Longitude DD -95.58971389 ODOT County Number 64 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22107 x -10640998.2753095 y 4107058.08403807
21781	6357 0363 X	21781	Pottawatomie	S.H. 59B	CREEK	6357 0363 X	2-10ft.X 8ft.X 64ft. RDY R	1988	35.14517222	-96.99026389	22.966	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	870	2022	5	Unmatched
Raw data OBJECTID 22106 BRKEY 21781 NBI No. 21781 On Under 1 Structure No. 6357 0363 X Control No. 057 Lane Ind. Milepoint 03630 Facility Carried S.H. 59B Feature Intersected CREEK Division 03 County 125 Location 3.6 MI E SH 102 Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 0059B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 21.982 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 1988 ADT Total 870 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1392 Future ADT Year 2042 Bypass Detour 16.155651 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 21781 ODOT County 63 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 8ft.X 64ft. RDY R Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6357 0363 X H Index 99.67 Latitude 35:08:42.62 Longitude -96:59:24.95 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 59B Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 21781 Vault Link http://plansrv1/bridgemaintvault/b21781 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.14517222 Longitude DD -96.99026389 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22106 x -10796906.78814 y 4183627.01116373
22071	7281 1537 X	22071	Tulsa	E. 136 ST. N	U.S. 169 UNDER	7281 1537 X	2-116ft. CONT PLATE GIRDER SPANS	1988	36.35083333	-95.82083333	233.924	38.999	—	2	0	2	36.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	C	1000	2022	5	Unmatched
Raw data OBJECTID 22105 BRKEY 22071 NBI No. 22071 On Under 1 Structure No. 7281 1537 X Control No. Lane Ind. Milepoint Facility Carried E. 136 ST. N Feature Intersected U.S. 169 UNDER Division 08 County 143 Location 15.3 MI N OF I-44 Sufficiency 96.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36.001 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 1988 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 36.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 30 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 233.924 Deck Width 38.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.7 HS Inv. Rating Method 1 HS Inv. Method 41.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1605 Max Measured Clearance 1609 Min Measured Clearance 1608 NBI Rating 22071 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 0 Rt. Curb SW 0 Description 2-116ft. CONT PLATE GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281 1537 X H Index 98.7207 Latitude 36:21:03 Longitude -95:49:15 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name E 136 ST N 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 22071 Vault Link http://plansrv1/bridgemaintvault/b22071 GIS FO/SD Meets Standards H Inv. Method 22.8 Latitude DD 36.35083333 Longitude DD -95.82083333 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22105 x -10666726.3736827 y 4349003.50016729
22070	7290 0103 X	22070	Tulsa	NEW HAVEN AVE.	S.H. 11 UNDER	7290 0103 X	2-117ft. PLT GRDR SPAN	1988	36.198889	-95.933611	236.001	38.058	—	2	0	2	25.919	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.4	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	500	2022	5	Unmatched
Raw data OBJECTID 22104 BRKEY 22070 NBI No. 22070 On Under 1 Structure No. 7290 0103 X Control No. Lane Ind. Milepoint Facility Carried NEW HAVEN AVE. Feature Intersected S.H. 11 UNDER Division 08 County 143 Location 1.0 MI E US 75 Sufficiency 94.4 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 25.919 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1988 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 25.919 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 25.919 Span Type Main M Material 4 - Steel Continuous Design 02 Length 236.001 Deck Width 38.058 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 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72.1 HS Inv. Rating Method 1 HS Inv. Method 43.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 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 1603 Max Measured Clearance 1701 Min Measured Clearance 1607 NBI Rating 22070 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5.906 Rt. Curb SW 5.906 Description 2-117ft. PLT GRDR SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0103 X H Index 96.0599 Latitude 36:11:56 Longitude -95:56:01 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name NEW HAVEN 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 22070 Vault Link http://plansrv1/bridgemaintvault/b22070 GIS FO/SD Meets Standards H Inv. Method 23.9 Latitude DD 36.198889 Longitude DD -95.933611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22104 x -10679280.72648 y 4328022.81487788
22068	1302 3314 X	22068	Cimarron	U.S. 56	BNSF R.R. UNDER	1302 3314 X	3-75ft. PRESTRESSED CO	1988	36.7272	-102.48787222	229	58	—	3	45	4	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.2	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	4600	2022	5	Unmatched
Raw data OBJECTID 22102 BRKEY 22068 NBI No. 22068 On Under 1 Structure No. 1302 3314 X Control No. 002 Lane Ind. Milepoint 33140 Facility Carried U.S. 56 Feature Intersected BNSF R.R. UNDER Division 06 County 025 Location 0.2 MI. W. JCT. US287 Sufficiency 86.2 Kind Hwy 2 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 56 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 1988 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 56 Ref. Underclearance Rt. R Underclearance Right 25.699 Underclearance Left 20.2 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 52 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 229 Deck Width 58 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 1.864114 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 2304 Min Measured Clearance 2209 NBI Rating 22068 ODOT County 13 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-75ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1302 3314 X H Index 89.5043 Latitude 36:43:37.92 Longitude -102:29:16.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 56 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13 NBI Text 22068 Vault Link http://plansrv1/bridgemaintvault/b22068 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 36.7272 Longitude DD -102.48787222 ODOT County Number 13 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22102 x -11408897.7480165 y 4401149.89349985
22067	5710 2663 X	22067	Osage	S.H. 11	CANDY CREEK	5710 2663 X	3-75ft. PRESTRESSED CO	1988	36.48416389	-96.03682778	227.034	46.001	—	3	15	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 22101 BRKEY 22067 NBI No. 22067 On Under 1 Structure No. 5710 2663 X Control No. 010 Lane Ind. Milepoint 26630 Facility Carried S.H. 11 Feature Intersected CANDY CREEK Division 08 County 113 Location 3.8 MI.NW.WASH.CO.LN Sufficiency 93.6 Kind Hwy 3 Level Service 1 Route No. 00011 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 06 - Minor Arterial (Rural) Year Built 1988 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 227.034 Deck Width 46.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 69.2 HS Inv. Rating Method 1 HS Inv. Method 41.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 36.039529 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 22067 ODOT County 57 Nav. Control 0 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 3-75ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5710 2663 X H Index 100 Latitude 36:29:02.99 Longitude -96:02:12.58 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22067 Vault Link http://plansrv1/bridgemaintvault/b22067 GIS FO/SD Meets Standards H Inv. Method 29.4 Latitude DD 36.48416389 Longitude DD -96.03682778 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 22101 x -10690770.7658709 y 4367447.72289831
22423	5569 1010WX	22423	Oklahoma	I-235 SB	I-40 /RENO/RR/I-235RMPUN	5542 0000WX	103ft.,201ft.,146ft.,190ft.,159ft.,154ft.,155ft.,(157ft.,2-147ft. CONT)70ft.,132ft.(3-97ft.,56ft.,97ft. PL GIRDER SPANS	1989	35.46200833	-97.49568611	2206.401	58.999	—	8	56	4	56.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.6	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	43750	2022	5	Unmatched
Raw data OBJECTID 22075 BRKEY 22423 NBI No. 22423 On Under 1 Structure No. 5569 1010WX Control No. Lane Ind. Milepoint Facility Carried I-235 SB Feature Intersected I-40 /RENO/RR/I-235RMPUN Division 04 County 109 Location AT JCT OF I-40 & I-35 Sufficiency 90.6 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 43750 ADT Year 2022 Design Load HS 20 Skew 56 No. Main Spans 8 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 14.997 Underclearance Left 13.999 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 183.73 Span Type Main M Material 4 - Steel Continuous Design 02 Length 2206.401 Deck Width 58.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1610 Max Measured Clearance 3006 Min Measured Clearance 1701 NBI Rating 22423 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 0 Rt. Curb SW 0 Description 103ft.,201ft.,146ft.,190ft.,159ft.,154ft.,155ft.,(157ft.,2-147ft. CONT)70ft.,132ft.(3-97ft.,56ft.,97ft. PL GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0000WX H Index 93.3945 Latitude 35:27:43.23 Longitude -97:29:44.47 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-235 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22423 Vault Link http://plansrv1/bridgemaintvault/b22423 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.46200833 Longitude DD -97.49568611 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22075 x -10853170.132306 y 4226844.83355563
22422	5569 0760 X	22422	Oklahoma	EXCHANGE AVE.	I-40/N.CAN. RIVER/U.P RR	55N3066E1075000	14- PC BEAM SPANS	1989	35.460522	-97.534894	1479	65	—	14	30	2	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.8	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	112200	2022	5	Unmatched
Raw data OBJECTID 22074 BRKEY 22422 NBI No. 22422 On Under 1 Structure No. 5569 0760 X Control No. Lane Ind. Milepoint Facility Carried EXCHANGE AVE. Feature Intersected I-40/N.CAN. RIVER/U.P RR Division 04 County 109 Location .4 SW OF RENO/WESTERN Sufficiency 84.8 Kind Hwy 5 Level Service 1 Route No. 09446 Service Type On 5 Service Type Off 8 Vertical Clearance Y Horizontal Clearance 56 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 1989 ADT Total 112200 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 14 Road Width 56 Ref. Underclearance Rt. H Underclearance Right 24.902 Underclearance Left 8.901 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1479 Deck Width 65 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 83 HS Inv. Rating Method 1 HS Inv. Method 35 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 179520 Future ADT Year 2042 Bypass Detour 2.000815 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2106 Max Measured Clearance 2207 Min Measured Clearance 1907 NBI Rating 22422 ODOT County 55 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 6 Rt. Curb SW 0 Description 14- PC BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 55N3066E1075000 H Index 92.9757 Latitude 35:27:37.88 Longitude -97:32:05.62 I257A 0 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name EXCHANGE AVE. 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 22422 Vault Link http://plansrv1/bridgemaintvault/b22422 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 35.460522 Longitude DD -97.534894 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 22074 x -10857534.7346559 y 4226641.69556843
22421	5542 0000EX	22421	Oklahoma	I-235 NB	RENO/BNSF R.R/I-235 RMP	5542 0000EX	2-95ft.(198ft.-174ft.-118ft.)(4-123ft.)(78ft.-78ft.-78ft.-65ft.-96ft. CONT.) PLATE GIRDER, VAR. SKEW, PARTLY CURVED	1989	35.46393611	-97.495925	1456.001	71.001	—	12	37	4	67.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	43500	2022	5	Unmatched
Raw data OBJECTID 22073 BRKEY 22421 NBI No. 22421 On Under 1 Structure No. 5542 0000EX Control No. 042 Lane Ind. E Milepoint 00000 Facility Carried I-235 NB Feature Intersected RENO/BNSF R.R/I-235 RMP Division 04 County 109 Location AT JCT OF I-40 & 35 Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 43500 ADT Year 2022 Design Load HS 20 Skew 37 No. Main Spans 12 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 17.799 Underclearance Left 15.499 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1456.001 Deck Width 71.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 69600 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2103 Max Measured Clearance 2205 Min Measured Clearance 2102 NBI Rating 22421 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 0 Rt. Curb SW 0 Description 2-95ft.(198ft.-174ft.-118ft.)(4-123ft.)(78ft.-78ft.-78ft.-65ft.-96ft. CONT.) PLATE GIRDER, VAR. SKEW, PARTLY CURVED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0000EX H Index 94.9546 Latitude 35:27:50.17 Longitude -97:29:45.33 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-235 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22421 Vault Link http://plansrv1/bridgemaintvault/b22421 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.46393611 Longitude DD -97.495925 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22073 x -10853196.7254192 y 4227108.31048181
22420	6202 1058EX	22420	Pontotoc	S.H. 3E/U.S.377	S. CANADIAN RIVER	6202 0000EX	11-100ft. PRE CON BM	1989	34.93136389	-96.68345833	1101	41	—	11	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Satisfactory (6)	Very good (8)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	2500	2022	5	Unmatched
Raw data OBJECTID 22072 BRKEY 22420 NBI No. 22420 On Under 1 Structure No. 6202 1058EX Control No. 002 Lane Ind. E Milepoint 10580 Facility Carried S.H. 3E/U.S.377 Feature Intersected S. CANADIAN RIVER Division 03 County 123 Location PONTOTOC-SEMINOLE C/L Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 0003E Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1989 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 11 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1101 Deck Width 41 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 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.5 HS Inv. Rating Method 1 HS Inv. Method 43.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0.124274 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 22420 ODOT County 62 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 11-100ft. PRE CON BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6202 0000EX H Index 96.7598 Latitude 34:55:52.91 Longitude -96:41:00.45 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3E 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 22420 Vault Link http://plansrv1/bridgemaintvault/b22420 GIS FO/SD Meets Standards H Inv. Method 29.5 Latitude DD 34.93136389 Longitude DD -96.68345833 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22072 x -10762753.3494283 y 4154557.67834693
22419	5542 0068EX	22419	Oklahoma	I-235 NB	LINCOLN/I-235RMP/BNSF	5542 0068EX	97ft.-125ft.-161ft.-63ft.-134ft.-125ft.-94ft.-86ft.-96ft.- CONT. PLATE GIRDER SPANS	1989	35.4677	-97.50115833	982.169	59.331	—	9	0	3	56.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.6	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	40100	2022	5	Unmatched
Raw data OBJECTID 22071 BRKEY 22419 NBI No. 22419 On Under 1 Structure No. 5542 0068EX Control No. 042 Lane Ind. E Milepoint 00680 Facility Carried I-235 NB Feature Intersected LINCOLN/I-235RMP/BNSF Division 04 County 109 Location 0.6 MI N OF I-40 Sufficiency 94.6 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 56.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 40100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 56.001 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 982.169 Deck Width 59.331 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 64160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1902 Max Measured Clearance 1906 Min Measured Clearance 1602 NBI Rating 22419 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 0 Rt. Curb SW 0 Description 97ft.-125ft.-161ft.-63ft.-134ft.-125ft.-94ft.-86ft.-96ft.- CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0068EX H Index 93.5069 Latitude 35:28:03.72 Longitude -97:30:04.17 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-235 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22419 Vault Link http://plansrv1/bridgemaintvault/b22419 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.4677 Longitude DD -97.50115833 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22071 x -10853779.2970499 y 4227622.75365319
22330	1714 1166 X	22330	Cotton	S.H. 5	CREEK	1714 1166 X	100ft. PREST CONC BM SPAN	1989	34.275	-98.30194444	100.066	42.001	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.4	Good (7)	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	1200	2022	4	Unmatched
Raw data OBJECTID 22068 BRKEY 22330 NBI No. 22330 On Under 1 Structure No. 1714 1166 X Control No. 014 Lane Ind. Milepoint 11660 Facility Carried S.H. 5 Feature Intersected CREEK Division 07 County 033 Location 3.8 MI W JCT SH 65 Sufficiency 98.4 Kind Hwy 3 Level Service 1 Route No. 00005 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1989 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 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 100.066 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 96 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 18.019764 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 22330 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1714 1166 X H Index 100 Latitude 34:16:30 Longitude -98:18:07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 43 NBI Text 22330 Vault Link http://plansrv1/bridgemaintvault/b22330 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.275 Longitude DD -98.30194444 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22068 x -10942922.3990495 y 4065787.85087084
22329	7293 0595WX	22329	Tulsa	U.S. 75 SB	56TH ST. N. UNDER	7293 0595WX	100ft. PREST CONC BM SPAN	1989	36.23501667	-95.94529722	100.066	41.001	—	1	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	18250	2022	5	Unmatched
Raw data OBJECTID 22067 BRKEY 22329 NBI No. 22329 On Under 1 Structure No. 7293 0595WX Control No. 093 Lane Ind. W Milepoint 05950 Facility Carried U.S. 75 SB Feature Intersected 56TH ST. N. UNDER Division 08 County 143 Location 5.9 MI N OF I-244 Sufficiency 92.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1989 ADT Total 18250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 10 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 100.066 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.9 HS Inv. Rating Method 3 HS Inv. Method 54.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 29200 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 N Existing Posting 1600 Max Measured Clearance 1609 Min Measured Clearance 1606 NBI Rating 22329 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 100ft. PREST CONC BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0595WX H Index 95.8419 Latitude 36:14:06.06 Longitude -95:56:43.07 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 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 22329 Vault Link http://plansrv1/bridgemaintvault/b22329 GIS FO/SD Meets Standards H Inv. Method 54.1 Latitude DD 36.23501667 Longitude DD -95.94529722 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22067 x -10680581.6305397 y 4333007.676198
22235	6724 0939 X	22235	Seminole	S.H. 56	BRANCH CREEK	6724 0939 X	(13ft.-17ft.-13ft.)X 12ft.X	1989	35.36825556	-96.458925	66.929	40	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.2	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	1400	2022	4	Unmatched
Raw data OBJECTID 22063 BRKEY 22235 NBI No. 22235 On Under 1 Structure No. 6724 0939 X Control No. 024 Lane Ind. Milepoint 09390 Facility Carried S.H. 56 Feature Intersected BRANCH CREEK Division 03 County 133 Location 1.5 MI N JCT SH 99A Sufficiency 97.2 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1989 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 66.929 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 26.718961 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22235 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 (13ft.-17ft.-13ft.)X 12ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6724 0939 X H Index 97.048 Latitude 35:22:05.72 Longitude -96:27:32.13 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 22235 Vault Link http://plansrv1/bridgemaintvault/b22235 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.36825556 Longitude DD -96.458925 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22063 x -10737758.4134666 y 4214038.89987231
22234	6724 0500 X	22234	Seminole	S.H. 56	LITTLE WEWOKA CREEK	6724 0500 X	(13ft.-17ft.-13ft.)X 11ft.X	1989	35.30421944	-96.45896944	46.916	40	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	4	Unmatched
Raw data OBJECTID 22062 BRKEY 22234 NBI No. 22234 On Under 1 Structure No. 6724 0500 X Control No. 024 Lane Ind. Milepoint 05000 Facility Carried S.H. 56 Feature Intersected LITTLE WEWOKA CREEK Division 03 County 133 Location 5 MI N JCT SH 9 Sufficiency 97.4 Kind Hwy 3 Level Service 1 Route No. 00056 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1989 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 46.916 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 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 1920 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22234 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 (13ft.-17ft.-13ft.)X 11ft.X Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6724 0500 X H Index 98.0559 Latitude 35:18:15.19 Longitude -96:27:32.29 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 56 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 22234 Vault Link http://plansrv1/bridgemaintvault/b22234 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.30421944 Longitude DD -96.45896944 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22062 x -10737763.3605047 y 4205300.58889046
22233	1414 0100 X	22233	Cleveland	S.H. 37	CREEK	1414 0100 X	(12ft.-14ft.-12ft.) X 10ft. X 86ft. RDY R.C.BOX SK 45 DEG. W/ 3ft. ADDL CURTIN WALL.	1989	35.33392222	-97.57425833	40.026	87.927	—	3	45	4	52.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	14000	2022	5	Unmatched
Raw data OBJECTID 22061 BRKEY 22233 NBI No. 22233 On Under 1 Structure No. 1414 0100 X Control No. 014 Lane Ind. Milepoint 01000 Facility Carried S.H. 37 Feature Intersected CREEK Division 03 County 027 Location 1.0 MI E OF I-44 Sufficiency 77.9 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1989 ADT Total 14000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 52.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 40.026 Deck Width 87.927 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 4 Culv. Rating 6 Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22400 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22233 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (12ft.-14ft.-12ft.) X 10ft. X 86ft. RDY R.C.BOX SK 45 DEG. W/ 3ft. ADDL CURTIN WALL. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1414 0100 X H Index 98.35 Latitude 35:20:02.12 Longitude -97:34:27.33 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 37 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22233 Vault Link http://plansrv1/bridgemaintvault/b22233 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.33392222 Longitude DD -97.57425833 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 22061 x -10861916.7518269 y 4209352.94240141
22418	5542 0068WX	22418	Oklahoma	I-235 SB	LINCOLN/I-235RMP/BNSF	5542 0068WX	97ft.-101ft.-148ft.-157ft.-144ft.-126ft.-94ft.-101ft. CONT PLATE GIRDER SPANS	1989	35.467614	-97.501719	967.999	71.001	—	8	0	4	67.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	Satisfactory (6)	Fair (5)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	40350	2022	5	Unmatched
Raw data OBJECTID 22052 BRKEY 22418 NBI No. 22418 On Under 1 Structure No. 5542 0068WX Control No. 042 Lane Ind. W Milepoint 00680 Facility Carried I-235 SB Feature Intersected LINCOLN/I-235RMP/BNSF Division 04 County 109 Location 0.6 MI N OF I-40 Sufficiency 95.6 Kind Hwy 1 Level Service 1 Route No. 00235 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 67.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 40350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 8.497 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 967.999 Deck Width 71.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 64560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1902 Max Measured Clearance 2007 Min Measured Clearance 1806 NBI Rating 22418 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 0 Rt. Curb SW 0 Description 97ft.-101ft.-148ft.-157ft.-144ft.-126ft.-94ft.-101ft. CONT PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5542 0068WX H Index 93.2832 Latitude 35:28:03.41 Longitude -97:30:06.19 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-235 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 22418 Vault Link http://plansrv1/bridgemaintvault/b22418 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.467614 Longitude DD -97.501719 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22052 x -10853841.7105488 y 4227610.99902584
22417	5542 0265WXR	22417	Oklahoma	I-235 RAMP	I-235 OV/PK.LOT UND	5542 0265WXR	3-156ft.,4-115ft. BOX GIRDER SPANS	1989	35.48849444	-97.5112	928	22	—	7	0	1	20	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30000	2022	5	Unmatched
Raw data OBJECTID 22051 BRKEY 22417 NBI No. 22417 On Under 1 Structure No. 5542 0265WXR Control No. 042 Lane Ind. W Milepoint 02650 Facility Carried I-235 RAMP Feature Intersected I-235 OV/PK.LOT UND Division 04 County 109 Location 2.6 MI N OF I-40 Sufficiency 94 Kind Hwy 1 Level Service 7 Route No. 00235 Service Type On 1 Service Type Off 0 Vertical Clearance Y Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 30000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 928 Deck Width 22 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22417 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-156ft.,4-115ft. BOX GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5542 0265WXR H Index 99.103 Latitude 35:29:18.58 Longitude -97:30:40.32 I257A 1 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-235 RAMP Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 22417 Vault Link http://plansrv1/bridgemaintvault/b22417 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.48849444 Longitude DD -97.5112 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22051 x -10854897.1306411 y 4230465.34244116
22416	5002 0642EX	22416	Murray	U.S. 77	WASHITA RIVER	5002 0642EX	50ft.,8-100ft. PRESTRESS	1989	34.45528056	-97.13303056	854	40	—	7	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2250	2022	5	Unmatched
Raw data OBJECTID 22050 BRKEY 22416 NBI No. 22416 On Under 1 Structure No. 5002 0642EX Control No. 002 Lane Ind. E Milepoint 06420 Facility Carried U.S. 77 Feature Intersected WASHITA RIVER Division 07 County 099 Location 6.3 MI N OF CARTER C/L Sufficiency 96.1 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 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 1989 ADT Total 2250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 854 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3600 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22416 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.,8-100ft. PRESTRESS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5002 0642EX H Index 96.294 Latitude 34:27:19.01 Longitude -97:07:58.91 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 3 NBI Text 22416 Vault Link http://plansrv1/bridgemaintvault/b22416 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.45528056 Longitude DD -97.13303056 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22050 x -10812799.5011467 y 4090100.14598828
22415	5542 0265EXR	22415	Oklahoma	I-235 RAMP	NAT.GUARD PK. LOT UND	5542 0265EXR	3-156ft.,4-115ft. BOX GIRDER SPANS	1989	35.49102778	-97.51089722	928	28	—	7	0	1	25	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	30000	2022	5	Unmatched
Raw data OBJECTID 22049 BRKEY 22415 NBI No. 22415 On Under 1 Structure No. 5542 0265EXR Control No. 042 Lane Ind. E Milepoint 02650 Facility Carried I-235 RAMP Feature Intersected NAT.GUARD PK. LOT UND Division 04 County 109 Location 2.6 MI N OF I-40 Sufficiency 95 Kind Hwy 1 Level Service 7 Route No. 00235 Service Type On 1 Service Type Off 0 Vertical Clearance _ Horizontal Clearance 19 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1989 ADT Total 30000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 25 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 928 Deck Width 28 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48000 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22415 ODOT County 55 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 3-156ft.,4-115ft. BOX GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5542 0265EXR H Index 97.4061 Latitude 35:29:27.7 Longitude -97:30:39.23 I257A 1 I257B 0 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-235 RAMP Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 22415 Vault Link http://plansrv1/bridgemaintvault/b22415 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.49102778 Longitude DD -97.51089722 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22049 x -10854863.4253256 y 4230811.69891582
22413	1714 1244 X	22413	Cotton	S.H. 5	EAST CACHE CREEK O'FLOW	1714 1244 X	6-100ft. PRESTRESSED CONC BM SPANS	1989	34.27527778	-98.28833333	600.066	42.001	—	6	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.4	Good (7)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	4	Unmatched
Raw data OBJECTID 22029 BRKEY 22413 NBI No. 22413 On Under 1 Structure No. 1714 1244 X Control No. 014 Lane Ind. Milepoint 12440 Facility Carried S.H. 5 Feature Intersected EAST CACHE CREEK O'FLOW Division 07 County 033 Location 2.8 MI W JCT SH 65 Sufficiency 98.4 Kind Hwy 3 Level Service 1 Route No. 00005 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1989 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 40 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 600.066 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 96 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 18.019764 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 22413 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-100ft. PRESTRESSED CONC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1714 1244 X H Index 98.7914 Latitude 34:16:31 Longitude -98:17:18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 5 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 45 NBI Text 22413 Vault Link http://plansrv1/bridgemaintvault/b22413 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.27527778 Longitude DD -98.28833333 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22029 x -10941407.2172151 y 4065825.27157636
22411	7293 0657WX	22411	Tulsa	U.S. 75 SB	BIRD CREEK O'FL & RD UND	7293 0657WX	50ft. PREST.,25ft. CONC	1989	36.24294167	-95.94075	478.5	41.001	—	9	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.1	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	18250	2022	5	Unmatched
Raw data OBJECTID 22027 BRKEY 22411 NBI No. 22411 On Under 1 Structure No. 7293 0657WX Control No. 093 Lane Ind. W Milepoint 06570 Facility Carried U.S. 75 SB Feature Intersected BIRD CREEK O'FL & RD UND Division 08 County 143 Location 6.5 MI N OF I-244 Sufficiency 81.1 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1989 ADT Total 18250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 9 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 478.5 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.1 HS Inv. Rating Method 1 HS Inv. Method 32.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 29200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1108 Max Measured Clearance 1201 Min Measured Clearance 1200 NBI Rating 22411 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft. PREST.,25ft. CONC Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0657WX H Index 98.968 Latitude 36:14:34.59 Longitude -95:56:26.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22411 Vault Link http://plansrv1/bridgemaintvault/b22411 GIS FO/SD FO H Inv. Method 25.3 Latitude DD 36.24294167 Longitude DD -95.94075 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22027 x -10680075.4363248 y 4334101.46809845
22410	7702 2348NX	22410	Woodward	U.S. 183	INDIAN CREEK	7702 2348NX	40ft.,2-50ft.,2-40ft.,3-50	1989	36.358892	-99.296881	451.115	45.932	—	10	0	2	43.963	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1900	2022	4	Unmatched
Raw data OBJECTID 22026 BRKEY 22410 NBI No. 22410 On Under 1 Structure No. 7702 2348NX Control No. 002 Lane Ind. N Milepoint 23480 Facility Carried U.S. 183 Feature Intersected INDIAN CREEK Division 06 County 153 Location 4.3 MI SE JCT SH 34 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 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 1989 ADT Total 1900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 43.963 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 451.115 Deck Width 45.932 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68 HS Inv. Rating Method 1 HS Inv. Method 40.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 22410 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.,2-50ft.,2-40ft.,3-50 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7702 2348NX H Index 87.5489 Latitude 36:21:32.01 Longitude -99:17:48.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID -1 NBI Text 22410 Vault Link http://plansrv1/bridgemaintvault/b22410 GIS FO/SD Meets Standards H Inv. Method 28.3 Latitude DD 36.358892 Longitude DD -99.296881 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22026 x -11053678.2302803 y 4350117.39443062
22409	7293 0635WX	22409	Tulsa	U.S. 75 SB	BIRD CREEK O'FLOW	7293 0635WX	53ft.,6-51ft.,53ft. PRESTR	1989	36.24065278	-95.94343056	414.042	41.001	—	8	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.4	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	18250	2022	5	Unmatched
Raw data OBJECTID 22025 BRKEY 22409 NBI No. 22409 On Under 1 Structure No. 7293 0635WX Control No. 093 Lane Ind. W Milepoint 06350 Facility Carried U.S. 75 SB Feature Intersected BIRD CREEK O'FLOW Division 08 County 143 Location 6.3 MI N OF I-244 Sufficiency 79.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1989 ADT Total 18250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 414.042 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.7 HS Inv. Rating Method 1 HS Inv. Method 31.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 29200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22409 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 53ft.,6-51ft.,53ft. PRESTR Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0635WX H Index 97.4868 Latitude 36:14:26.35 Longitude -95:56:36.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22409 Vault Link http://plansrv1/bridgemaintvault/b22409 GIS FO/SD Meets Standards H Inv. Method 24.6 Latitude DD 36.24065278 Longitude DD -95.94343056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22025 x -10680373.834899 y 4333785.54890647
22408	4002 1996 X	22408	Le Flore	U.S. 59	POTEAU RIVER	4002 1996 X	(4) 100ft. PC BEAM	1989	34.85779444	-94.62934444	402.001	46.201	—	4	0	2	43.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.6	Good (7)	Fair (5)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4300	2022	4	Unmatched
Raw data OBJECTID 22006 BRKEY 22408 NBI No. 22408 On Under 1 Structure No. 4002 1996 X Control No. 002 Lane Ind. Milepoint 19960 Facility Carried U.S. 59 Feature Intersected POTEAU RIVER Division 02 County 079 Location 11.54 NW JCT US-259 Sufficiency 81.6 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 4300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 43.999 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 402.001 Deck Width 46.201 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 85 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6880 Future ADT Year 2042 Bypass Detour 71.9 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 22408 ODOT County 40 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (4) 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4002 1996 X H Index 97.7478 Latitude 34:51:28.06 Longitude -94:37:45.64 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 4 Local Bridge ID 024 NBI Text 22408 Vault Link http://plansrv1/bridgemaintvault/b22408 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.85779444 Longitude DD -94.62934444 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22006 x -10534090.4371621 y 4144572.72970644
22407	0302 0755EX	22407	Atoka	U.S. 69	CLEAR BOGGY CREEK O'FLOW	0302 0755EX	(5) 80ft. PC BEAM	1989	34.25898333	-96.21143889	402.001	41.001	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8250	2022	5	Unmatched
Raw data OBJECTID 22005 BRKEY 22407 NBI No. 22407 On Under 1 Structure No. 0302 0755EX Control No. 002 Lane Ind. E Milepoint 07550 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK O'FLOW Division 02 County 005 Location 7.55 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 8250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 402.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.5 HS Inv. Rating Method 1 HS Inv. Method 39.6 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22407 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (5) 80ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0755EX H Index 90.6888 Latitude 34:15:32.34 Longitude -96:12:41.18 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 11 NBI Text 22407 Vault Link http://plansrv1/bridgemaintvault/b22407 GIS FO/SD Meets Standards H Inv. Method 29.6 Latitude DD 34.25898333 Longitude DD -96.21143889 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22005 x -10710208.385723 y 4063630.39884441
22406	7293 0682WX	22406	Tulsa	U.S. 75	BIRD CREEK	7293 0682WX	81ft.,80ft.,2-100ft. PREST	1989	36.245553	-95.937456	368	42	—	4	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.7	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	18250	2022	5	Unmatched
Raw data OBJECTID 22004 BRKEY 22406 NBI No. 22406 On Under 1 Structure No. 7293 0682WX Control No. 093 Lane Ind. W Milepoint 06820 Facility Carried U.S. 75 Feature Intersected BIRD CREEK Division 08 County 143 Location 6.8 MI N OF I-244 Sufficiency 87.7 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1989 ADT Total 18250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 40 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 368 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 49.1 HS Inv. Rating Method 3 HS Inv. Method 33.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 29200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22406 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 81ft.,80ft.,2-100ft. PREST Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0682WX H Index 97.6839 Latitude 36:14:43.99 Longitude -95:56:14.84 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22406 Vault Link http://plansrv1/bridgemaintvault/b22406 GIS FO/SD Meets Standards H Inv. Method 33.1 Latitude DD 36.245553 Longitude DD -95.937456 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 22004 x -10679708.7499221 y 4334461.90268645
22405	7278 1365 X	22405	Tulsa	UTILITY BRIDGE	I-44 UNDER	7278 1365 X	164ft.-173ft. I-BM SPANS SK 29 DEG.37ft.04ft.	1989	36.160481	-95.828986	350.066	8.858	—	2	62	0	50	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-1	Not applicable (N)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	46000	2022	5	Unmatched
Raw data OBJECTID 22003 BRKEY 22405 NBI No. 22405 On Under 2 Structure No. 7278 1365 X Control No. 078 Lane Ind. Milepoint 13650 Facility Carried UTILITY BRIDGE Feature Intersected I-44 UNDER Division 08 County 143 Location 2.3 MI E JCT US 169 Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00044 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 1989 ADT Total 46000 ADT Year 2022 Design Load Other or Unknown Skew 62 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 0 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 350.066 Deck Width 8.858 Bridge Open Closed ! TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 0 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance N 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 73600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 1602 Max Measured Clearance 1610 Min Measured Clearance 1606 NBI Rating 22405 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 164ft.-173ft. I-BM SPANS SK 29 DEG.37ft.04ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7278 1365 X H Index -1 Latitude 36:09:37.73 Longitude -95:49:44.35 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-44 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 22405 Vault Link http://plansrv1/bridgemaintvault/b22405 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 36.160481 Longitude DD -95.828986 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 22003 x -10667633.9247557 y 4322725.83788057
22404	7293 0732 X	22404	Tulsa	66TH ST N.	U.S. 75 UNDER	7293 0732 X	146ft.-158ft. BOX GIRDER	1989	36.24944444	-95.93166667	299.869	71.001	—	2	46	2	67.999	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	500	2022	5	Unmatched
Raw data OBJECTID 22002 BRKEY 22404 NBI No. 22404 On Under 1 Structure No. 7293 0732 X Control No. Lane Ind. Milepoint Facility Carried 66TH ST N. Feature Intersected U.S. 75 UNDER Division 08 County 143 Location 7.3 MI N OF I-244 Sufficiency 98.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 67.999 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 1989 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 46 No. Main Spans 2 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 299.869 Deck Width 71.001 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.7 HS Inv. Rating Method 1 HS Inv. Method 35.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 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 1602 Max Measured Clearance 1607 Min Measured Clearance 1606 NBI Rating 22404 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 146ft.-158ft. BOX GIRDER Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0732 X H Index 96.5342 Latitude 36:14:58 Longitude -95:55:54 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name 66TH ST N. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22404 Vault Link http://plansrv1/bridgemaintvault/b22404 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 36.24944444 Longitude DD -95.93166667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 22002 x -10679064.2846545 y 4334999.04962953
22403	5604 0963WX	22403	Okmulgee	U.S. 62 SB	DEEP FORK RIVER	5604 0963WX	100ft. - 99ft. - 100ft. PC BEAM	1989	35.56798056	-95.95525	301.001	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2022	5	Unmatched
Raw data OBJECTID 22001 BRKEY 22403 NBI No. 22403 On Under 1 Structure No. 5604 0963WX Control No. 004 Lane Ind. W Milepoint 09630 Facility Carried U.S. 62 SB Feature Intersected DEEP FORK RIVER Division 01 County 111 Location 9.63 N JCT I-40 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 7950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.6 HS Inv. Rating Method 3 HS Inv. Method 53.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12720 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 22403 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. - 99ft. - 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 0963WX H Index 90.907 Latitude 35:34:04.73 Longitude -95:57:18.9 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62,75 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0963W NBI Text 22403 Vault Link http://plansrv1/bridgemaintvault/b22403 GIS FO/SD Meets Standards H Inv. Method 53.5 Latitude DD 35.56798056 Longitude DD -95.95525 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 22001 x -10681689.5689413 y 4241337.83944518
22402	5604 0963EX	22402	Okmulgee	U.S. 62 NB	DEEP FORK RIVER	5604 0963EX	100ft. - 99ft. - 100ft. PC BEAM	1989	35.56803056	-95.95489167	301.001	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.9	Good (7)	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	7850	2022	5	Unmatched
Raw data OBJECTID 21982 BRKEY 22402 NBI No. 22402 On Under 1 Structure No. 5604 0963EX Control No. 004 Lane Ind. E Milepoint 09630 Facility Carried U.S. 62 NB Feature Intersected DEEP FORK RIVER Division 01 County 111 Location 9.63 N JCT I-40 Sufficiency 94.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 7850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 301.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 70.6 HS Inv. Rating Method 3 HS Inv. Method 53.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22402 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 100ft. - 99ft. - 100ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 0963EX H Index 91.1606 Latitude 35:34:04.91 Longitude -95:57:17.61 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62,75 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0963E NBI Text 22402 Vault Link http://plansrv1/bridgemaintvault/b22402 GIS FO/SD Meets Standards H Inv. Method 53.5 Latitude DD 35.56803056 Longitude DD -95.95489167 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 21982 x -10681649.6798281 y 4241344.68207944
22401	0302 0676EX	22401	Atoka	U.S. 69	CLEAR BOGGY CREEK O'FLOW	0302 0676EX	(3) 98ft. PC BEAM	1989	34.24819444	-96.21605556	296.001	41.001	—	3	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.1	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	8250	2022	5	Unmatched
Raw data OBJECTID 21981 BRKEY 22401 NBI No. 22401 On Under 1 Structure No. 0302 0676EX Control No. 002 Lane Ind. E Milepoint 06760 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK O'FLOW Division 02 County 005 Location 6.76 N BRYAN C/L Sufficiency 88.1 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 8250 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 296.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 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 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.5 HS Inv. Rating Method 1 HS Inv. Method 29.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22401 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 98ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0676EX H Index 98.6328 Latitude 34:14:53.5 Longitude -96:12:57.8 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 05 NBI Text 22401 Vault Link http://plansrv1/bridgemaintvault/b22401 GIS FO/SD Meets Standards H Inv. Method 19.9 Latitude DD 34.24819444 Longitude DD -96.21605556 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 21981 x -10710722.3110765 y 4062177.36247201
22400	1036 0821 X	22400	Carter	FAU 4920 (12 ST.)	I-35 UNDER	1036 0821 X	154ft. - 140ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 18 DEG.	1989	34.18756667	-97.16677222	294.948	72.999	—	2	18	4	70	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	200	2022	5	Unmatched
Raw data OBJECTID 21980 BRKEY 22400 NBI No. 22400 On Under 1 Structure No. 1036 0821 X Control No. Lane Ind. Milepoint Facility Carried FAU 4920 (12 ST.) Feature Intersected I-35 UNDER Division 07 County 019 Location 1.0 MI N JCT US70 Sufficiency 99 Kind Hwy 5 Level Service 1 Route No. 04920 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 70 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 1989 ADT Total 200 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 2 Road Width 70 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 18.599 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 70 Span Type Main M Material 4 - Steel Continuous Design 02 Length 294.948 Deck Width 72.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 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 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 33.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 320 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 1606 Max Measured Clearance 1706 Min Measured Clearance 1609 NBI Rating 22400 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 154ft. - 140ft. CONTINUOUS PLATE GIRDER SPANS SKEWED 18 DEG. Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 0821 X H Index 80.9889 Latitude 34:11:15.24 Longitude -97:10:00.38 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name FAU 4920 (12 ST.) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 112 NBI Text 22400 Vault Link http://plansrv1/bridgemaintvault/b22400 GIS FO/SD Meets Standards H Inv. Method 18.7 Latitude DD 34.18756667 Longitude DD -97.16677222 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 21980 x -10816555.6055564 y 4054015.53965798
22397	5604 0980WX	22397	Okmulgee	U.S. 62 SB	DEEP FORK BAYOU	5604 0980WX	(5) 50ft. PC BEAM	1989	35.57016111	-95.9557	252.001	41.001	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	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	8050	2022	5	Unmatched
Raw data OBJECTID 21977 BRKEY 22397 NBI No. 22397 On Under 1 Structure No. 5604 0980WX Control No. 004 Lane Ind. W Milepoint 09800 Facility Carried U.S. 62 SB Feature Intersected DEEP FORK BAYOU Division 01 County 111 Location 9.80 N JCT I-40 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 8050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 252.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.1 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12880 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 22397 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (5) 50ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 0980WX H Index 91.5082 Latitude 35:34:12.58 Longitude -95:57:20.52 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62,75 SB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0980W NBI Text 22397 Vault Link http://plansrv1/bridgemaintvault/b22397 GIS FO/SD Meets Standards H Inv. Method 39.9 Latitude DD 35.57016111 Longitude DD -95.9557 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 21977 x -10681739.6627121 y 4241636.25753555
22308	2720 0032 X	22308	Grant	S.H. 132	CREEK	2720 0032 X	8 -7ft. CGMPft.S SKEWED 30 DEG. RF	1989	36.67113889	-98.05555556	90.879	0	—	8	30	2	0	3 - Steel	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.9	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	360	2022	5	Unmatched
Raw data OBJECTID 21976 BRKEY 22308 NBI No. 22308 On Under 1 Structure No. 2720 0032 X Control No. 020 Lane Ind. Milepoint 00320 Facility Carried S.H. 132 Feature Intersected CREEK Division 04 County 053 Location .2 MI N JCT US 64 Sufficiency 85.9 Kind Hwy 3 Level Service 1 Route No. 00132 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 53.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1989 ADT Total 360 ADT Year 2022 Design Load H 20 Skew 30 No. Main Spans 8 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 19 Length 90.879 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 576 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 22308 ODOT County 27 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 8 -7ft. CGMPft.S SKEWED 30 DEG. RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2720 0032 X H Index 61.6875 Latitude 36:40:16.1 Longitude -98:03:20 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 132 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22308 Vault Link http://plansrv1/bridgemaintvault/b22308 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.67113889 Longitude DD -98.05555556 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 21976 x -10915494.5143907 y 4393366.38528281
22396	5604 0980EX	22396	Okmulgee	U.S. 62 NB	DEEP FORK BAYOU	5604 0980EX	(5) 50ft. PC BEAM	1989	35.570225	-95.95534444	252.001	41.001	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7950	2022	5	Unmatched
Raw data OBJECTID 21958 BRKEY 22396 NBI No. 22396 On Under 1 Structure No. 5604 0980EX Control No. 004 Lane Ind. E Milepoint 09800 Facility Carried U.S. 62 NB Feature Intersected DEEP FORK BAYOU Division 01 County 111 Location 9.80 N JCT I-40 Sufficiency 99.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1989 ADT Total 7950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 252.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.1 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 12720 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 22396 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (5) 50ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5604 0980EX H Index 99.7154 Latitude 35:34:12.81 Longitude -95:57:19.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62,75 NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04-0980E NBI Text 22396 Vault Link http://plansrv1/bridgemaintvault/b22396 GIS FO/SD Meets Standards H Inv. Method 39.9 Latitude DD 35.570225 Longitude DD -95.95534444 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 21958 x -10681700.081954 y 4241645.00129233
22395	7206 0324 X	22395	Tulsa	U.S. 64	FRY CREEK	7206 0324 X	3-85ft. PRESTRESSED CO	1989	35.97903333	-95.88671667	256	79	—	3	0	4	68	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	26000	2022	5	Unmatched
Raw data OBJECTID 21957 BRKEY 22395 NBI No. 22395 On Under 1 Structure No. 7206 0324 X Control No. 006 Lane Ind. Milepoint 03240 Facility Carried U.S. 64 Feature Intersected FRY CREEK Division 08 County 143 Location 3.2 MI S OF TURNPIKE Sufficiency 85 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 5 Service Type Off 5 Vertical Clearance N Horizontal Clearance 68 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 1989 ADT Total 26000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 68 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 64 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 256 Deck Width 79 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 8 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 85.3 HS Inv. Rating Method 1 HS Inv. Method 42.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 41600 Future ADT Year 2042 Bypass Detour 26.718961 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 22395 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 8 Description 3-85ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7206 0324 X H Index 98.1963 Latitude 35:58:44.52 Longitude -95:53:12.18 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 NBI Text 22395 Vault Link http://plansrv1/bridgemaintvault/b22395 GIS FO/SD Meets Standards H Inv. Method 30.8 Latitude DD 35.97903333 Longitude DD -95.88671667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 21957 x -10674060.4735433 y 4297736.7739676
22393	1414 0250 X	22393	Cleveland	S.H. 37	CREEK	1414 0250 X	5-55ft. DOUBLE TEE BM	1989	35.33404444	-97.54651944	246.063	71.522	—	5	0	4	68.57	5 - Prestressed Concrete	Tee Beam (04)	M	Concrete precast panels (2)	Open, no restriction (A)	93.7	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	14000	2022	5	Unmatched
Raw data OBJECTID 21955 BRKEY 22393 NBI No. 22393 On Under 1 Structure No. 1414 0250 X Control No. 014 Lane Ind. Milepoint 02500 Facility Carried S.H. 37 Feature Intersected CREEK Division 03 County 027 Location 2.5 MI E I-44 Sufficiency 93.7 Kind Hwy 3 Level Service 1 Route No. 00037 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 53.806 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1989 ADT Total 14000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 68.57 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 2 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 52.001 Span Type Main M Material 5 - Prestressed Concrete Design 04 Length 246.063 Deck Width 71.522 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 6 Sub Rating 7 Chan. Rating 6 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 57 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22400 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22393 ODOT County 14 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 1 DK Protect. 1 DK Surf. Type 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 5-55ft. DOUBLE TEE BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1414 0250 X H Index 99.2026 Latitude 35:20:02.56 Longitude -97:32:47.47 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 37 Scour 8 Design Structure 4 - Tee Beam FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 22393 Vault Link http://plansrv1/bridgemaintvault/b22393 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 35.33404444 Longitude DD -97.54651944 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 21955 x -10858828.872717 y 4209369.61996508
22392	4076 1150 X	22392	Le Flore	S.H. 144	LITTLE EAGLE CREEK	4076 1150 X	60ft. - 90ft. - 90ft. PC BEAM	1989	34.517225	-94.73638056	242	28.8	—	3	0	2	26.8	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.3	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	500	2022	5	Unmatched
Raw data OBJECTID 21954 BRKEY 22392 NBI No. 22392 On Under 1 Structure No. 4076 1150 X Control No. 076 Lane Ind. Milepoint 11500 Facility Carried S.H. 144 Feature Intersected LITTLE EAGLE CREEK Division 02 County 079 Location 11.50 E PUSHMATAHA C/L Sufficiency 95.3 Kind Hwy 3 Level Service 1 Route No. 00144 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 26.8 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 1989 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 26.8 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 242 Deck Width 28.8 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 16.7 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 22392 ODOT County 40 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 60ft. - 90ft. - 90ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4076 1150 X H Index 99.8681 Latitude 34:31:02.01 Longitude -94:44:10.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 144 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 210 NBI Text 22392 Vault Link http://plansrv1/bridgemaintvault/b22392 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 34.517225 Longitude DD -94.73638056 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 21954 x -10546005.643537 y 4098465.96125814