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
32108	5834F0200 X	32108	—	S.H. 69A	CREEK	3-10ft.X8ft.X50ft.-0ft.ft. R.C.B	1901	36.89611111	-94.84166667	98.425	-1	—	3	0	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	6000	2022	5	Unmatched
Raw data OBJECTID 31629 BRKEY 32108 NBI No. 32108 On Under 1 Structure No. 5834F0200 X Control No. 034 Lane Ind. Milepoint 02000 Facility Carried S.H. 69A Feature Intersected CREEK Division 08 County 115 Location 2 N S.H. 10 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 0069A Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total 6000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 98.425 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 8400 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32108 ODOT County 58 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-10ft.X8ft.X50ft.-0ft.ft. R.C.B Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:53:46 Longitude -94:50:30 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 69A Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32108 Vault Link http://plansrv1/bridgemaintvault/b32108 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.89611111 Longitude DD -94.84166667 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31629 x -10557726.0396898 y 4424635.89170231
31920	1016 1961 X	31920	—	S.H. 53	PHILIPS CREEK	3-14 X 12 RCB	2024	34.3325	-97.16333333	42	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	95.2	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	1500	2022	5	Unmatched
Raw data OBJECTID 31621 BRKEY 31920 NBI No. 31920 On Under 1 Structure No. 1016 1961 X Control No. 016 Lane Ind. Milepoint 19610 Facility Carried S.H. 53 Feature Intersected PHILIPS CREEK Division 07 County 019 Location 19.7 E S.H. 76 Sufficiency 95.2 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 92 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 2024 ADT Total 1500 ADT Year 2022 Design Load NO VALUE GIVEN 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 4 Appr. Roadway Width 42 Span Type Main M Material 1 - Concrete Design 19 Length 42 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 66.4 HS Inv. Rating Method 3 HS Inv. Method 51.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1500 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31920 ODOT County 10 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 3-14 X 12 RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:57 Longitude -97:09:48 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 51 NBI Text 31920 Vault Link http://plansrv1/bridgemaintvault/b31920 GIS FO/SD Meets Standards H Inv. Method 51.1 Latitude DD 34.3325 Longitude DD -97.16333333 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31621 x -10816172.7900727 y 4073536.51357501
31919	1016 1565 X	31919	—	S.H. 53	HENRY HOUSE CREEK	55ft.-75ft.-75ft.-55ft. PCB, 40ft. CLR W/TR-4	2024	34.3325	-97.232778	265	42	—	4	30	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.9	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 31620 BRKEY 31919 NBI No. 31919 On Under 1 Structure No. 1016 1565 X Control No. 016 Lane Ind. Milepoint 15650 Facility Carried S.H. 53 Feature Intersected HENRY HOUSE CREEK Division 07 County 019 Location 15.5 E S.H. 76 Sufficiency 89.9 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 2024 ADT Total 1500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 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 48.5 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 265 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. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 78.3 HS Inv. Rating Method 3 HS Inv. Method 56.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1500 Future ADT Year 2042 Bypass Detour 41 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31919 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 0 Rt. Curb SW 0 Description 55ft.-75ft.-75ft.-55ft. PCB, 40ft. CLR W/TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:19:57 Longitude -97:13:58 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 48 NBI Text 31919 Vault Link http://plansrv1/bridgemaintvault/b31919 GIS FO/SD Meets Standards H Inv. Method 56 Latitude DD 34.3325 Longitude DD -97.232778 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31620 x -10823903.3353754 y 4073536.51357501
32202	5826F0149 X	32202	—	S.H. 10 C	CREEK	New Structure Unit	1901	36.871436	-94.670925	32	—	—	3	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4346	2022	_	Unmatched
Raw data OBJECTID 31614 BRKEY 32202 NBI No. 32202 On Under 1 Structure No. 5826F0149 X Control No. 026 Lane Ind. Milepoint 01490 Facility Carried S.H. 10 C Feature Intersected CREEK Division 08 County 115 Location 1.5E of S.H. 10 Sufficiency Kind Hwy 3 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 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 1901 ADT Total 4346 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 32 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating HS Inv. Rating Method _ HS Inv. Method H Operating Rating _ H Inv. Rating Method _ Future ADT 6953 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 1 Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32202 ODOT County 58 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW Rt. Curb SW Description New Structure Unit Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:52:17.17 Longitude -94:40:15.33 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 10 C Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32202 Vault Link http://plansrv1/bridgemaintvault/b32202 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.871436 Longitude DD -94.670925 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31614 x -10538719.1639282 y 4421201.74193204
32201	5826F0420 X	32201	—	S.H. 10 C	CREEK	New Structure Unit	1901	36.869153	-94.622181	21	—	—	2	0	—	—	1 - Concrete	Culvert (19)	M	_	_	—	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	4200	2022	_	Unmatched
Raw data OBJECTID 31613 BRKEY 32201 NBI No. 32201 On Under 1 Structure No. 5826F0420 X Control No. 026 Lane Ind. Milepoint 04200 Facility Carried S.H. 10 C Feature Intersected CREEK Division 08 County 115 Location 4.3E of S.H. 10 Sufficiency Kind Hwy 3 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 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 1901 ADT Total 4200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 21 Deck Width Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 0 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating HS Inv. Rating Method _ HS Inv. Method H Operating Rating _ H Inv. Rating Method _ Future ADT 6720 Future ADT Year 2042 Bypass Detour 19 School Bus Rte. 1 Posted Weight Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32201 ODOT County 58 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW Rt. Curb SW Description New Structure Unit Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:52:08.95 Longitude -94:37:19.85 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 10 C Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32201 Vault Link http://plansrv1/bridgemaintvault/b32201 GIS FO/SD Meets Standards H Inv. Method Latitude DD 36.869153 Longitude DD -94.622181 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31613 x -10533293.006669 y 4420884.06228484
32200	7287 0490 X	32200	—	GILCREASE EXPWY	CREEK	3- 16 FT X 8 FT X 351 FT RCB	2021	36.145922	-96.054739	50	349	—	3	0	4	347	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31612 BRKEY 32200 NBI No. 32200 On Under 1 Structure No. 7287 0490 X Control No. 087 Lane Ind. Milepoint 04900 Facility Carried GILCREASE EXPWY Feature Intersected CREEK Division 08 County 143 Location .8S of U.S. 64 JCT Sufficiency 97 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 2000 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 3 Road Width 347 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type N No. Lanes 4 Fill RCB Appr. Roadway Width 66 Span Type Main M Material 1 - Concrete Design 19 Length 50 Deck Width 349 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 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.2 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32200 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 16 FT X 8 FT X 351 FT RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:08:45.32 Longitude -96:03:17.06 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 4.90 NBI Text 32200 Vault Link http://plansrv1/bridgemaintvault/b32200 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.145922 Longitude DD -96.054739 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31612 x -10692764.6337608 y 4320718.63539751
32199	7287 0392 XR	32199	—	NB GILCREASE RAMP	BERRYHILL CREEK	4- 18 FT x 15 FT x 155 FT RCB	2021	36.132303	-96.053686	75	155.3	—	4	0	2	152.3	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31611 BRKEY 32199 NBI No. 32199 On Under 1 Structure No. 7287 0392 XR Control No. 087 Lane Ind. Milepoint 03920 Facility Carried NB GILCREASE RAMP Feature Intersected BERRYHILL CREEK Division 08 County 143 Location .1S of W 21ST ST. S. Sufficiency 97 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 24 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 2000 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 152.3 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type N No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 75 Deck Width 155.3 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 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 60.2 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32199 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4- 18 FT x 15 FT x 155 FT RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name H Index Latitude 36:07:56.29 Longitude -96:03:13.27 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 3.92ER NBI Text 32199 Vault Link http://plansrv1/bridgemaintvault/b32199 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.132303 Longitude DD -96.053686 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31611 x -10692647.414337 y 4318841.36491025
32010	5563 0993 X	32010	—	S.H. 74	BLUFF CREEK TRIB	(3) -16ft. X 12ft.X 169ft. RCB W/ APRONS & 4ft CURTAIN WALLS	2019	35.6475	-97.585	50	167	—	3	0	4	76	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.4	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	20190	2022	5	Unmatched
Raw data OBJECTID 31603 BRKEY 32010 NBI No. 32010 On Under 1 Structure No. 5563 0993 X Control No. 063 Lane Ind. Milepoint 09930 Facility Carried S.H. 74 Feature Intersected BLUFF CREEK TRIB Division 04 County 109 Location 2.61 N JCT KILPATRICK TP Sufficiency 95.4 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 2019 ADT Total 20190 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 76 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB FG Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 50 Deck Width 167 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 97.9 HS Inv. Rating Method 3 HS Inv. Method 75.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 32609 Future ADT Year 2042 Bypass Detour 2.9999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32010 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) -16ft. X 12ft.X 169ft. RCB W/ APRONS & 4ft CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:38:51 Longitude -97:35:06 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 74 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32010 Vault Link http://plansrv1/bridgemaintvault/b32010 GIS FO/SD Meets Standards H Inv. Method 47 Latitude DD 35.6475 Longitude DD -97.585 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31603 x -10863112.5090616 y 4252225.69214948
32192	7287 0549NX	32192	—	NB GILCREASE EXPY	HARLOW CREEK	4 SPAN PCB TYPE J BEAM	2022	36.154481	-96.056764	441	59	—	4	25	3	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31592 BRKEY 32192 NBI No. 32192 On Under 1 Structure No. 7287 0549NX Control No. 087 Lane Ind. N Milepoint 05490 Facility Carried NB GILCREASE EXPY Feature Intersected HARLOW CREEK Division 08 County 143 Location .2S of U.S.64 JCT Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 No. Main Spans 4 Road Width 56 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 441 Deck Width 59 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.3 HS Inv. Rating Method 3 HS Inv. Method 42.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32192 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4 SPAN PCB TYPE J BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:16.13 Longitude -96:03:24.35 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.49N NBI Text 32192 Vault Link http://plansrv1/bridgemaintvault/b32192 GIS FO/SD Meets Standards H Inv. Method 40.6 Latitude DD 36.154481 Longitude DD -96.056764 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31592 x -10692990.0557296 y 4321898.59204385
32191	7287 0520SX	32191	—	GILCREASE EXPY SB	W. 4TH PLACE S. UNDER	New Structure Unit	2022	36.150308	-96.057097	204	47	—	2	20	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31591 BRKEY 32191 NBI No. 32191 On Under 1 Structure No. 7287 0520SX Control No. 087 Lane Ind. S Milepoint 05200 Facility Carried GILCREASE EXPY SB Feature Intersected W. 4TH PLACE S. UNDER Division 08 County 143 Location .5S of U.S. 64 JCT Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 2 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 204 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71.3 HS Inv. Rating Method 3 HS Inv. Method 42.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32191 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:01.11 Longitude -96:03:25.55 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.21S NBI Text 32191 Vault Link http://plansrv1/bridgemaintvault/b32191 GIS FO/SD Meets Standards H Inv. Method 40.6 Latitude DD 36.150308 Longitude DD -96.057097 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31591 x -10693027.1251201 y 4321323.27988478
32190	7287 0521NX	32190	—	NB GILCREASE EXPY	W. 4TH PLACE S. UNDER	New Structure Unit	2022	36.150356	-96.05685	204	47	—	2	20	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31590 BRKEY 32190 NBI No. 32190 On Under 1 Structure No. 7287 0521NX Control No. 087 Lane Ind. N Milepoint 05210 Facility Carried NB GILCREASE EXPY Feature Intersected W. 4TH PLACE S. UNDER Division 08 County 143 Location .5S of U.S. 64 JCT Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 15 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 20 No. Main Spans 2 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 204 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 8 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 69.8 HS Inv. Rating Method 3 HS Inv. Method 41.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32190 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:01.28 Longitude -96:03:24.66 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.21N NBI Text 32190 Vault Link http://plansrv1/bridgemaintvault/b32190 GIS FO/SD Meets Standards H Inv. Method 39.8 Latitude DD 36.150356 Longitude DD -96.05685 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31590 x -10692999.6292059 y 4321329.89724816
32189	7287 0506SX	32189	—	GILCREASE EXPY SB	CHARLES PAGE R.R. UNDER	75 FT-180 FT- 75 FT WEATHERING STEEL BEAMS	2022	36.148197	-96.057131	330	47	—	3	0	2	44	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31589 BRKEY 32189 NBI No. 32189 On Under 1 Structure No. 7287 0506SX Control No. 087 Lane Ind. S Milepoint 05060 Facility Carried GILCREASE EXPY SB Feature Intersected CHARLES PAGE R.R. UNDER Division 08 County 143 Location .6S of U.S. 64 JCT Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 30 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 3 - Steel Design 02 Length 330 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 69.8 HS Inv. Rating Method 3 HS Inv. Method 41.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32189 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75 FT-180 FT- 75 FT WEATHERING STEEL BEAMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:08:53.51 Longitude -96:03:25.67 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.06S NBI Text 32189 Vault Link http://plansrv1/bridgemaintvault/b32189 GIS FO/SD Meets Standards H Inv. Method 39.8 Latitude DD 36.148197 Longitude DD -96.057131 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31589 x -10693030.9099828 y 4321032.25776349
32188	7287 0506NX	32188	—	NB GILCREASE EXPY	CHRLES PGE R.R.& 7th ST.	75 FT-180 FT- 75 FT WEATHERING STEEL BEAMS	2022	36.148194	-96.056886	330	47	—	3	0	2	44	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Good (7)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31588 BRKEY 32188 NBI No. 32188 On Under 1 Structure No. 7287 0506NX Control No. 087 Lane Ind. N Milepoint 05060 Facility Carried NB GILCREASE EXPY Feature Intersected CHRLES PGE R.R.& 7th ST. Division 08 County 143 Location .6S of U.S. 64 JCT Sufficiency 98.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 40 Underclearance Left 15 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 3 - Steel Design 02 Length 330 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.7 HS Inv. Rating Method 3 HS Inv. Method 32.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32188 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 75 FT-180 FT- 75 FT WEATHERING STEEL BEAMS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:08:53.5 Longitude -96:03:24.79 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.06N NBI Text 32188 Vault Link http://plansrv1/bridgemaintvault/b32188 GIS FO/SD Meets Standards H Inv. Method 30.6 Latitude DD 36.148194 Longitude DD -96.056886 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31588 x -10693003.6367075 y 4321031.84418955
32187	7287 0445WX	32187	—	GILCREASE EXPY SB	ARKANSAS RIVER	13- TYP. J PCB SPANS	2022	36.139372	-96.057206	1334	70	—	13	4	2	56	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.2	Good (7)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31587 BRKEY 32187 NBI No. 32187 On Under 1 Structure No. 7287 0445WX Control No. 087 Lane Ind. W Milepoint 04450 Facility Carried GILCREASE EXPY SB Feature Intersected ARKANSAS RIVER Division 08 County 143 Location 1.2S of US 64 JCT Sufficiency 98.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 4 No. Main Spans 13 Road Width 56 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1334 Deck Width 70 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 53.7 HS Inv. Rating Method 3 HS Inv. Method 32.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32187 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 14 Rt. Curb SW 0 Description 13- TYP. J PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:08:21.74 Longitude -96:03:25.94 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 4.45S NBI Text 32187 Vault Link http://plansrv1/bridgemaintvault/b32187 GIS FO/SD Meets Standards H Inv. Method 30.6 Latitude DD 36.139372 Longitude DD -96.057206 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31587 x -10693039.2589446 y 4319815.72948533
32100	1618F0045 X	32100	—	S.H. 7	EAST CACHE CREEK	90ft.-110ft.-90ft. PCB, 38ft. CLR, W/F-PARAPETS	1901	34.59416667	-98.37	951.444	-1	—	3	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31585 BRKEY 32100 NBI No. 32100 On Under 1 Structure No. 1618F0045 X Control No. 018 Lane Ind. Milepoint 00450 Facility Carried S.H. 7 Feature Intersected EAST CACHE CREEK Division 07 County 031 Location 1.1 E JCT U.S. 281B Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 951.444 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32100 ODOT County 16 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 90ft.-110ft.-90ft. PCB, 38ft. CLR, W/F-PARAPETS Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:35:39 Longitude -98:22:12 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 7 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32100 Vault Link http://plansrv1/bridgemaintvault/b32100 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.59416667 Longitude DD -98.37 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31585 x -10950498.3093343 y 4108865.87213388
32097	3625 0698EX	32097	—	I-35 N.B.	U.S. 60 UNDER	45ft.-85ft.-85ft.-45ft. ROLLED BEAM AND CONT. STEEL P.G. SPANS W/ 38ft. CLR RDY. & F-SHAPED RAILS	2023	36.695136	-97.345644	260	41	—	4	0	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	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	01 - Principal Arterial Interstate (Rural)	A	8750	2022	5	Unmatched
Raw data OBJECTID 31582 BRKEY 32097 NBI No. 32097 On Under 1 Structure No. 3625 0698EX Control No. 025 Lane Ind. E Milepoint 06980 Facility Carried I-35 N.B. Feature Intersected U.S. 60 UNDER Division 04 County 071 Location 2 W OF TONKAWA Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2023 ADT Total 8750 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 10.1 Underclearance Left 14 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 260 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 58.6 HS Inv. Rating Method 3 HS Inv. Method 45.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14000 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 Y Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32097 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 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 45ft.-85ft.-85ft.-45ft. ROLLED BEAM AND CONT. STEEL P.G. SPANS W/ 38ft. CLR RDY. & F-SHAPED RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:41:42.49 Longitude -97:20:44.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name I-35 N.B. 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 32097 Vault Link http://plansrv1/bridgemaintvault/b32097 GIS FO/SD Meets Standards H Inv. Method 45.1 Latitude DD 36.695136 Longitude DD -97.345644 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31582 x -10836467.5210233 y 4396697.44224084
32096	3625 0698 X	32096	—	I-35 S.B.	U.S. 60 UNDER	45ft.-85ft.-85-45ft. ROLLED BEAM AND CONT. STEEL P. G. AND 38ft. CLR RDY, SKEW 0 DEG	2023	36.695133	-97.346014	260	41	—	4	0	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97	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	01 - Principal Arterial Interstate (Rural)	A	4515	2022	5	Unmatched
Raw data OBJECTID 31581 BRKEY 32096 NBI No. 32096 On Under 1 Structure No. 3625 0698 X Control No. 025 Lane Ind. Milepoint 06980 Facility Carried I-35 S.B. Feature Intersected U.S. 60 UNDER Division 04 County 071 Location 2 W OF TONKAWA Sufficiency 97 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2023 ADT Total 4515 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 38 Ref. Underclearance Rt. H Underclearance Right 10.1 Underclearance Left 14 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 260 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 58.6 HS Inv. Rating Method 3 HS Inv. Method 45.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6321 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 Y Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32096 ODOT County 36 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 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 45ft.-85ft.-85-45ft. ROLLED BEAM AND CONT. STEEL P. G. AND 38ft. CLR RDY, SKEW 0 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:41:42.48 Longitude -97:20:45.65 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-35 S.B. 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 32096 Vault Link http://plansrv1/bridgemaintvault/b32096 GIS FO/SD Meets Standards H Inv. Method 45.1 Latitude DD 36.695133 Longitude DD -97.346014 ODOT County Number 36 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31581 x -10836508.7092349 y 4396697.02574361
32005	0904 0690 X	32005	—	I-40 BUS. / U.S 81	UP R.R.	119ft - 145ft - 119ft CONT. GIRDER SPANS WITH 2 - 5ft. SIDEWALKS ON 45 DEG RF SKEW	2022	35.519722	-97.951389	382.6	67.83	—	3	45	4	51.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79.4	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	14 - Other Principal Arterial (Urban)	A	9100	2022	5	Unmatched
Raw data OBJECTID 31580 BRKEY 32005 NBI No. 32005 On Under 1 Structure No. 0904 0690 X Control No. 004 Lane Ind. Milepoint 06900 Facility Carried I-40 BUS. / U.S 81 Feature Intersected UP R.R. Division 04 County 017 Location SOUTH EDGE EL RENO Sufficiency 79.4 Kind Hwy 1 Level Service 6 Route No. 00040 Service Type On 5 Service Type Off 2 Vertical Clearance N Horizontal Clearance 51.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2022 ADT Total 9100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 51.999 Ref. Underclearance Rt. R Underclearance Right 33.7 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 51.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 382.6 Deck Width 67.83 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.6 HS Inv. Rating Method 3 HS Inv. Method 62.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14560 Future ADT Year 2042 Bypass Detour 1.9 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32005 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 5 Rt. Curb SW 5 Description 119ft - 145ft - 119ft CONT. GIRDER SPANS WITH 2 - 5ft. SIDEWALKS ON 45 DEG RF SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:11 Longitude -97:57:05 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 _ Roadway Name I-40 BUS. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 6 - Business Historical Significance 5 Local Bridge ID NBI Text 32005 Vault Link http://plansrv1/bridgemaintvault/b32005 GIS FO/SD Meets Standards H Inv. Method 62.1 Latitude DD 35.519722 Longitude DD -97.951389 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31580 x -10903898.7459739 y 4234735.51527879
32003	1006 0049 X	32003	—	U.S. 177	UNNAMED CREEK	3-10ft.X8ft. RCB 80.ft. CLR RDY W/4ft. CURTAIN WALLS	2024	34.0775	-97.14277778	98.425	82	—	3	0	2	40	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.2	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)	C	3800	2022	5	Unmatched
Raw data OBJECTID 31578 BRKEY 32003 NBI No. 32003 On Under 1 Structure No. 1006 0049 X Control No. 006 Lane Ind. Milepoint 00490 Facility Carried U.S. 177 Feature Intersected UNNAMED CREEK Division 07 County 019 Location .5 N LOVE C/L Sufficiency 98.2 Kind Hwy 2 Level Service 1 Route No. 00077 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 07 - Major Collector (Rural) Year Built 2024 ADT Total 3800 ADT Year 2022 Design Load NO VALUE GIVEN 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 Appr. Roadway Width 24 Span Type Main M Material 1 - Concrete Design 19 Length 98.425 Deck Width 82 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 94.7 HS Inv. Rating Method 3 HS Inv. Method 73 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6080 Future ADT Year 2042 Bypass Detour 6.2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32003 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft. RCB 80.ft. CLR RDY W/4ft. CURTAIN WALLS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:04:39 Longitude -97:08:34 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 Roadway Name U.S. 77 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 17 NBI Text 32003 Vault Link http://plansrv1/bridgemaintvault/b32003 GIS FO/SD Meets Standards H Inv. Method 72.9 Latitude DD 34.0775 Longitude DD -97.14277778 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31578 x -10813884.5567137 y 4039213.13588089
32002	4310 1245 X	32002	—	S.H. 32	WILSON CREEK	3-100ft. P.C. BEAM SPANS 40.0ft. CLR RDY W/TR4 RAIL	2022	33.983889	-96.938611	300	42	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.4	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	1400	2022	5	Unmatched
Raw data OBJECTID 31577 BRKEY 32002 NBI No. 32002 On Under 1 Structure No. 4310 1245 X Control No. 010 Lane Ind. Milepoint 12450 Facility Carried S.H. 32 Feature Intersected WILSON CREEK Division 07 County 085 Location 12.5 E JCT U.S. 77 Sufficiency 94.4 Kind Hwy 3 Level Service 1 Route No. 00032 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 2022 ADT Total 1400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 300 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 76.4 HS Inv. Rating Method 3 HS Inv. Method 51.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1400 Future ADT Year 2042 Bypass Detour 49.7 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32002 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. P.C. BEAM SPANS 40.0ft. CLR RDY W/TR4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 33:59:02 Longitude -96:56:19 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 32 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 26 NBI Text 32002 Vault Link http://plansrv1/bridgemaintvault/b32002 GIS FO/SD Meets Standards H Inv. Method 51.7 Latitude DD 33.983889 Longitude DD -96.938611 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31577 x -10791156.8147272 y 4026638.91755943
32000	6916F2181 X	32000	—	S.H. 53	UNNAMED CREEK	<New Structure Unit>	1901	34.31083333	-97.61694444	196.85	-1	—	3	30	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	NO VALUE GIVEN	B	-1	2022	5	Unmatched
Raw data OBJECTID 31575 BRKEY 32000 NBI No. 32000 On Under 1 Structure No. 6916F2181 X Control No. 016 Lane Ind. Milepoint 21810 Facility Carried S.H. 53 Feature Intersected UNNAMED CREEK Division 07 County 137 Location 1.2 W JCT S.H. 89 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class NO VALUE GIVEN Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 196.85 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32000 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description <New Structure Unit> Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:18:39 Longitude -97:37:01 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32000 Vault Link http://plansrv1/bridgemaintvault/b32000 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.31083333 Longitude DD -97.61694444 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 0 Rural/Urban NO VALUE GIVEN ARC_ID_NUM 31575 x -10866668.5478561 y 4070616.10419137
31908	6608 0674 X	31908	—	S.H. 20	VERDIGRIS RIVER	193ft.-240ft.-193ft. CONT. STEEL PLATE GIRDER SPANS	2022	36.3075	-95.6975	625.441	70	—	3	30	2	68	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	15021	2022	5	Unmatched
Raw data OBJECTID 31573 BRKEY 31908 NBI No. 31908 On Under 1 Structure No. 6608 0674 X Control No. 008 Lane Ind. Milepoint 06740 Facility Carried S.H. 20 Feature Intersected VERDIGRIS RIVER Division 08 County 131 Location 6.9 E TULSA C/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00020 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 68 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 2022 ADT Total 15021 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 68 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 68 Span Type Main M Material 4 - Steel Continuous Design 02 Length 625.441 Deck Width 70 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.7 HS Inv. Rating Method 3 HS Inv. Method 42.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 21089 Future ADT Year 2042 Bypass Detour 1E-06 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31908 ODOT County 66 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 193ft.-240ft.-193ft. CONT. STEEL PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:18:27 Longitude -95:41:51 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 20 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 31908 Vault Link http://plansrv1/bridgemaintvault/b31908 GIS FO/SD Meets Standards H Inv. Method 42.1 Latitude DD 36.3075 Longitude DD -95.6975 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31573 x -10652996.9701893 y 4343015.80908795
31906	2602 1120NX	31906	—	U.S. 62 WB	WASHITA RIVER	3-130ft. - 6-145ft. PCB, 38ft. CLR W/ F-SHAPED	2022	35.05111944	-97.90490833	1260	41	—	9	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Very good (8)	Very good (8)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4100	2022	5	Unmatched
Raw data OBJECTID 31571 BRKEY 31906 NBI No. 31906 On Under 1 Structure No. 2602 1120NX Control No. 002 Lane Ind. N Milepoint 11200 Facility Carried U.S. 62 WB Feature Intersected WASHITA RIVER Division 07 County 051 Location 1.9 E U.S. 81 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2022 ADT Total 4100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 9 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 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1260 Deck Width 41 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64.1 HS Inv. Rating Method 3 HS Inv. Method 35.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31906 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-130ft. - 6-145ft. PCB, 38ft. CLR W/ F-SHAPED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:03:04.03 Longitude -97:54:17.67 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-26 NBI Text 31906 Vault Link http://plansrv1/bridgemaintvault/b31906 GIS FO/SD Meets Standards H Inv. Method 35.8 Latitude DD 35.05111944 Longitude DD -97.90490833 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31571 x -10898724.5414577 y 4170830.24356153
31905	2602 1120SX	31905	—	U.S. 62 EB	WASHITA RIVER	3-130ft. - 6-145ft. PCB, 38ft. CLR W/ F-SHAPED VARIABLE SKEW	2021	35.050833	-97.905	1260	41	—	9	26	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4100	2022	5	Unmatched
Raw data OBJECTID 31570 BRKEY 31905 NBI No. 31905 On Under 1 Structure No. 2602 1120SX Control No. 002 Lane Ind. S Milepoint 11200 Facility Carried U.S. 62 EB Feature Intersected WASHITA RIVER Division 07 County 051 Location 1.9 E U.S. 81 Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2021 ADT Total 4100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 26 No. Main Spans 9 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 41 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1260 Deck Width 41 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 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 64.1 HS Inv. Rating Method 3 HS Inv. Method 48.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31905 ODOT County 26 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-130ft. - 6-145ft. PCB, 38ft. CLR W/ F-SHAPED VARIABLE SKEW Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:03:03 Longitude -97:54:18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-26 NBI Text 31905 Vault Link http://plansrv1/bridgemaintvault/b31905 GIS FO/SD Meets Standards H Inv. Method 48.5 Latitude DD 35.050833 Longitude DD -97.905 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31570 x -10898734.7461154 y 4170791.29322913
32180	7287 0340SX	32180	—	GILCREASE EXPY SB	BERRYHILL CREEK	New Structure Unit	2022	36.124311	-96.054747	1767	47	—	13	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31568 BRKEY 32180 NBI No. 32180 On Under 1 Structure No. 7287 0340SX Control No. 087 Lane Ind. S Milepoint 03400 Facility Carried GILCREASE EXPY SB Feature Intersected BERRYHILL CREEK Division 08 County 143 Location 2.3S of US64 JUNCTION Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 13 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1767 Deck Width 47 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 79.2 HS Inv. Rating Method 3 HS Inv. Method 47.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32180 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:07:27.52 Longitude -96:03:17.09 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 3.40S NBI Text 32180 Vault Link http://plansrv1/bridgemaintvault/b32180 GIS FO/SD Meets Standards H Inv. Method 45.1 Latitude DD 36.124311 Longitude DD -96.054747 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31568 x -10692765.5243167 y 4317739.88315718
32179	7287 0340NX	32179	—	NB GILCREASE EXPY	BERRYHILL CREEK	New Structure Unit	2022	36.124306	-96.054503	1767	47	—	13	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Very good (8)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31567 BRKEY 32179 NBI No. 32179 On Under 1 Structure No. 7287 0340NX Control No. 087 Lane Ind. N Milepoint 03400 Facility Carried NB GILCREASE EXPY Feature Intersected BERRYHILL CREEK Division 08 County 143 Location 2.3S of US64 JUNCTION Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 0 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 13 Road Width 44 Ref. Underclearance Rt. N Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1767 Deck Width 47 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 9 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 70.9 HS Inv. Rating Method 3 HS Inv. Method 42.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32179 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:07:27.5 Longitude -96:03:16.21 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 3.40N NBI Text 32179 Vault Link http://plansrv1/bridgemaintvault/b32179 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.124306 Longitude DD -96.054503 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31567 x -10692738.362361 y 4317739.19407708
32178	7287 0304 X	32178	—	GILCREASE EXPY SB	W. 31ST STREET S. UNDER	New Structure Unit	2022	36.119022	-96.054833	157	47	—	3	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31566 BRKEY 32178 NBI No. 32178 On Under 1 Structure No. 7287 0304 X Control No. 087 Lane Ind. Milepoint 03040 Facility Carried GILCREASE EXPY SB Feature Intersected W. 31ST STREET S. UNDER Division 08 County 143 Location 3.1 NW of I-44 JUNCTION Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 157 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 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 42.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32178 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:07:08.48 Longitude -96:03:17.4 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 3.04S NBI Text 32178 Vault Link http://plansrv1/bridgemaintvault/b32178 GIS FO/SD Meets Standards H Inv. Method 40.4 Latitude DD 36.119022 Longitude DD -96.054833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31566 x -10692775.0977929 y 4317010.99874831
32177	7287 0304NX	32177	—	NB GILCREASE EXPY	W. 31ST STREET S. UNDER	New Structure Unit	2022	36.119019	-96.054589	157	47	—	3	0	2	44	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31565 BRKEY 32177 NBI No. 32177 On Under 1 Structure No. 7287 0304NX Control No. 087 Lane Ind. N Milepoint 03040 Facility Carried NB GILCREASE EXPY Feature Intersected W. 31ST STREET S. UNDER Division 08 County 143 Location 3.1 NW of I-44 JUNCTION Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 36 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 1 - Concrete Design 02 Length 157 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.1 HS Inv. Rating Method 3 HS Inv. Method 43.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32177 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:07:08.47 Longitude -96:03:16.52 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 3.04N NBI Text 32177 Vault Link http://plansrv1/bridgemaintvault/b32177 GIS FO/SD Meets Standards H Inv. Method 41.7 Latitude DD 36.119019 Longitude DD -96.054589 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31565 x -10692747.9358372 y 4317010.5853281
32176	7287 0204 X	32176	—	NB GILCREASE EXPY	W. 41ST STREET S. UNDER	New Structure Unit	2022	36.104531	-96.055031	197	47	—	3	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31564 BRKEY 32176 NBI No. 32176 On Under 1 Structure No. 7287 0204 X Control No. 087 Lane Ind. Milepoint 02040 Facility Carried NB GILCREASE EXPY Feature Intersected W. 41ST STREET S. UNDER Division 08 County 143 Location 2.1NW of I-44 Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 36 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 73.1 HS Inv. Rating Method 3 HS Inv. Method 43.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32176 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:16.31 Longitude -96:03:18.11 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 2.04N NBI Text 32176 Vault Link http://plansrv1/bridgemaintvault/b32176 GIS FO/SD Meets Standards H Inv. Method 41.7 Latitude DD 36.104531 Longitude DD -96.055031 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31564 x -10692797.1390521 y 4315014.22548329
32175	7287 0204SX	32175	—	GILCREASE EXPY SB	W. 41ST STREET S. UNDER	New Structure Unit	2021	36.104533	-96.055275	197	47	—	3	0	2	44	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31563 BRKEY 32175 NBI No. 32175 On Under 1 Structure No. 7287 0204SX Control No. 087 Lane Ind. S Milepoint 02040 Facility Carried GILCREASE EXPY SB Feature Intersected W. 41ST STREET S. UNDER Division 08 County 143 Location 2.1NW of I-44 Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 10 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 44 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 25 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197 Deck Width 47 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 8 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 91.1 HS Inv. Rating Method 3 HS Inv. Method 54.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32175 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:16.32 Longitude -96:03:18.99 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 2.04S NBI Text 32175 Vault Link http://plansrv1/bridgemaintvault/b32175 GIS FO/SD Meets Standards H Inv. Method 51.9 Latitude DD 36.104533 Longitude DD -96.055275 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31563 x -10692824.3010079 y 4315014.50104593
32095	5515 1195EX	32095	—	I-35 N.B.	DEEP FORK CR. SERVICE RD	110ft.-155ft.-150ft.-200ft.-150ft. STEEL P.G. W/60ft. RDY, F-SHAPE PARAPET	2020	35.53285	-97.459567	765	62	—	5	0	3	60	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	34000	2022	5	Unmatched
Raw data OBJECTID 31562 BRKEY 32095 NBI No. 32095 On Under 1 Structure No. 5515 1195EX Control No. 015 Lane Ind. E Milepoint 11950 Facility Carried I-35 N.B. Feature Intersected DEEP FORK CR. SERVICE RD Division 04 County 109 Location 4.6 N JCT I-40 Sufficiency 96 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 60 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 2020 ADT Total 34000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 8 Underclearance Left 23 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 3 - Steel Design 02 Length 765 Deck Width 62 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47.8 HS Inv. Rating Method 3 HS Inv. Method 36.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 47250 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 Max Measured Clearance Min Measured Clearance NBI Rating 32095 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 110ft.-155ft.-150ft.-200ft.-150ft. STEEL P.G. W/60ft. RDY, F-SHAPE PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:58.26 Longitude -97:27:34.44 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 S.B. 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 32095 Vault Link http://plansrv1/bridgemaintvault/b32095 GIS FO/SD Meets Standards H Inv. Method 36.7 Latitude DD 35.53285 Longitude DD -97.459567 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31562 x -10849149.3713729 y 4236531.18283724
32094	5515 1195WX	32094	—	I-35 S.B.	DEEP FORK CR. SERVICE RD	175ft.-90ft.-150ft.-200ft.-150ft. STEEL P.G. W/60ft. RDY, F-SHAPE PARAPET	2020	35.532758	-97.460039	765	62	—	5	0	3	60	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	34000	2022	5	Unmatched
Raw data OBJECTID 31561 BRKEY 32094 NBI No. 32094 On Under 1 Structure No. 5515 1195WX Control No. 015 Lane Ind. W Milepoint 11950 Facility Carried I-35 S.B. Feature Intersected DEEP FORK CR. SERVICE RD Division 04 County 109 Location 4.6 E JCT I-40 Sufficiency 96 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 60 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 2020 ADT Total 34000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 8 Underclearance Left 23 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 3 - Steel Design 02 Length 765 Deck Width 62 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 47.8 HS Inv. Rating Method 3 HS Inv. Method 36.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 47250 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 Max Measured Clearance Min Measured Clearance NBI Rating 32094 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 175ft.-90ft.-150ft.-200ft.-150ft. STEEL P.G. W/60ft. RDY, F-SHAPE PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:31:57.93 Longitude -97:27:36.14 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32094 Vault Link http://plansrv1/bridgemaintvault/b32094 GIS FO/SD Meets Standards H Inv. Method 36.7 Latitude DD 35.532758 Longitude DD -97.460039 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 31561 x -10849201.9141726 y 4236518.59791684
31999	6916F2220 X	31999	—	S.H. 53	UNNAMED CREEK	3-12ft. X 6ft. RCB SKEW 15 DEG L.F. 64.0ft. CLR RDY	1901	34.31083333	-97.61027778	118.11	-1	—	3	15	-1	-1	1 - Concrete	Culvert (19)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31556 BRKEY 31999 NBI No. 31999 On Under 1 Structure No. 6916F2220 X Control No. 016 Lane Ind. Milepoint 22200 Facility Carried S.H. 53 Feature Intersected UNNAMED CREEK Division 07 County 137 Location .8 W JCT S.H. 89 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 19 Length 118.11 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31999 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 3-12ft. X 6ft. RCB SKEW 15 DEG L.F. 64.0ft. CLR RDY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:18:39 Longitude -97:36:37 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 53 Scour _ Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31999 Vault Link http://plansrv1/bridgemaintvault/b31999 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.31083333 Longitude DD -97.61027778 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31556 x -10865926.4186596 y 4070616.10419137
31998	1624F0580 X	31998	—	S.H. 17	LITTLE BEAVER CREEK	130ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL	1901	34.75333333	-98.20361111	426.509	-1	—	1	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31555 BRKEY 31998 NBI No. 31998 On Under 1 Structure No. 1624F0580 X Control No. 024 Lane Ind. Milepoint 05800 Facility Carried S.H. 17 Feature Intersected LITTLE BEAVER CREEK Division 07 County 031 Location 5.9 E JCT U.S. 277 Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00017 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 426.509 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31998 ODOT County 16 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 130ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:45:12 Longitude -98:12:13 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 17 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31998 Vault Link http://plansrv1/bridgemaintvault/b31998 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.75333333 Longitude DD -98.20361111 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31555 x -10931975.9828259 y 4130410.44890271
31995	0504 1378 X	31995	—	S.H. 6	I-40 UNDER	45ft - 92ft - 92ft - 53ft WEATHERING STEEL I- BEAM SPANS (DDI)	2020	35.388889	-99.402222	283.7	70.8	—	4	0	4	56.6	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.2	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	1580	2022	5	Unmatched
Raw data OBJECTID 31552 BRKEY 31995 NBI No. 31995 On Under 1 Structure No. 0504 1378 X Control No. Lane Ind. Milepoint Facility Carried S.H. 6 Feature Intersected I-40 UNDER Division 05 County 009 Location I-40 & S.H. 6 JCT Sufficiency 93.2 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 56.6 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2020 ADT Total 1580 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 56.6 Ref. Underclearance Rt. H Underclearance Right 16 Underclearance Left 16 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 63 Span Type Main M Material 3 - Steel Design 02 Length 283.7 Deck Width 70.8 Bridge Open Closed A TSF Rail 1 TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 51 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2220 Future ADT Year 2042 Bypass Detour 6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31995 ODOT County 05 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 10 Rt. Curb SW 0 Description 45ft - 92ft - 92ft - 53ft WEATHERING STEEL I- BEAM SPANS (DDI) Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:23:20 Longitude -99:24:08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 6 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 31995 Vault Link http://plansrv1/bridgemaintvault/b31995 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.388889 Longitude DD -99.402222 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31552 x -11065404.7367599 y 4216855.99668837
31899	7286 0032SX	31899	—	U.S. 64 EB	S.H. 151 UNDER	100FT.-86FT. CONT. PLATE GIRDER SPANS WITH 40FT. CL RDY & F-SHAPED PARAPET.	2018	36.15805	-96.2468305	186.83	43	—	2	14	2	40	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Excellent (9)	Very good (8)	Excellent (9)	Excellent (9)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8800	2022	5	Unmatched
Raw data OBJECTID 31546 BRKEY 31899 NBI No. 31899 On Under 1 Structure No. 7286 0032SX Control No. 086 Lane Ind. W Milepoint 00320 Facility Carried U.S. 64 EB Feature Intersected S.H. 151 UNDER Division 08 County 143 Location .3 SE OSAGE C/L Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 40 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 2018 ADT Total 8800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 14 No. Main Spans 2 Road Width 40 Ref. Underclearance Rt. H Underclearance Right 9 Underclearance Left 7.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 186.83 Deck Width 43 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 7 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 50.5 HS Inv. Rating Method 3 HS Inv. Method 38.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 14080 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31899 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.-86FT. CONT. PLATE GIRDER SPANS WITH 40FT. CL RDY & F-SHAPED PARAPET. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:28.98 Longitude -96:14:48.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 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 31899 Vault Link http://plansrv1/bridgemaintvault/b31899 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 36.15805 Longitude DD -96.2468305 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 31546 x -10714148.1617265 y 4322390.65781396
32198	7287 0210 X	32198	—	GILCREASE EXPWY	CREEK	3- 10FT X 4 FT X 908 FT RCB SPANS	2021	36.105161	-96.054747	32	908	—	3	35	4	906	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31544 BRKEY 32198 NBI No. 32198 On Under 1 Structure No. 7287 0210 X Control No. 087 Lane Ind. Milepoint 02100 Facility Carried GILCREASE EXPWY Feature Intersected CREEK Division 08 County 143 Location 2NW of I-44 JCT Sufficiency 97 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 2000 ADT Year 2022 Design Load H 15 Skew 35 No. Main Spans 3 Road Width 906 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type N No. Lanes 4 Fill RCB Appr. Roadway Width 66 Span Type Main M Material 1 - Concrete Design 19 Length 32 Deck Width 908 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 8 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 60.2 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32198 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3- 10FT X 4 FT X 908 FT RCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:18.58 Longitude -96:03:17.09 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 2.10 NBI Text 32198 Vault Link http://plansrv1/bridgemaintvault/b32198 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.105161 Longitude DD -96.054747 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31544 x -10692765.5243167 y 4315101.02806154
32196	7286R1145 X	32196	—	U.S. 64	HARLOW CREEK TRIB.	New Structure Unit	1901	36.153828	-96.060903	32	—	—	3	76	—	—	1 - Concrete	Culvert (19)	M	_		—						31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	2000	2020	_	Unmatched
Raw data OBJECTID 31542 BRKEY 32196 NBI No. 32196 On Under 1 Structure No. 7286R1145 X Control No. 086 Lane Ind. Milepoint 11450 Facility Carried U.S. 64 Feature Intersected HARLOW CREEK TRIB. Division 08 County 143 Location 11.4SE of OSAGE CO. Sufficiency Kind Hwy 8 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance Bridge System C Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1901 ADT Total 2000 ADT Year 2020 Design Load H 15 Skew 76 No. Main Spans 3 Road Width Ref. Underclearance Rt. _ Underclearance Right Underclearance Left Deck Structure Type _ No. Lanes Fill RCB Appr. Roadway Width Span Type Main M Material 1 - Concrete Design 19 Length 32 Deck Width Bridge Open Closed TSF Rail TSF Transition TSF Appr. Guardrail TSF Appr. Guardrail Ends Appr. Roadway Cond. Deck Rating Super Rating Sub Rating Chan. Rating Culv. Rating Structure Rating Deck Geometry Underclearance Bridge Posting 5 Waterway Adequacy Approach Alignment HS Operating Rating Method 3 HS Operating Rating 60.2 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2040 Bypass Detour 0 School Bus Rte. 0 Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32196 ODOT County 72 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW Rt. Curb SW Description New Structure Unit Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:13.78 Longitude -96:03:39.25 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 64 Scour Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance _ Local Bridge ID NBI Text 32196 Vault Link http://plansrv1/bridgemaintvault/b32196 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.153828 Longitude DD -96.060903 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31542 x -10693450.807102 y 4321808.56394143
32195	7286 1200 X	32195	—	GILCREASE EXPY SB	U.S. 64 UNDER	4 SPAN TYPE J PCB	2022	36.157008	-96.056889	384	59	—	4	36	3	56	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	2000	2022	5	Unmatched
Raw data OBJECTID 31541 BRKEY 32195 NBI No. 32195 On Under 1 Structure No. 7286 1200 X Control No. Lane Ind. Milepoint Facility Carried GILCREASE EXPY SB Feature Intersected U.S. 64 UNDER Division 08 County 143 Location 11.8SE of OSAGE CO. Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 44 Bridge System C Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load H 15 Skew 36 No. Main Spans 4 Road Width 56 Ref. Underclearance Rt. H Underclearance Right 15 Underclearance Left 25 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 1 - Concrete Design 02 Length 384 Deck Width 59 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.2 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32195 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4 SPAN TYPE J PCB Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:25.23 Longitude -96:03:24.8 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.67S NBI Text 32195 Vault Link http://plansrv1/bridgemaintvault/b32195 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.157008 Longitude DD -96.056889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31541 x -10693003.970666 y 4322246.99269917
32194	7287 0567NX	32194	—	NB GILCREASE EXPY	U.S. 64 UNDER	4 SPAN TYPE J PCB.	2022	36.157097	-96.056681	384	59	—	4	36	3	56	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Excellent (9)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	2000	2022	5	Unmatched
Raw data OBJECTID 31540 BRKEY 32194 NBI No. 32194 On Under 1 Structure No. 7287 0567NX Control No. 087 Lane Ind. N Milepoint 05670 Facility Carried NB GILCREASE EXPY Feature Intersected U.S. 64 UNDER Division 08 County 143 Location 11.8SE of OSAGE CO. Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 44 Bridge System C Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 36 No. Main Spans 4 Road Width 56 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 10 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 1 - Concrete Design 02 Length 384 Deck Width 59 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 9 Deck Geometry 6 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65.9 HS Inv. Rating Method 3 HS Inv. Method 39.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32194 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 4 SPAN TYPE J PCB. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:25.55 Longitude -96:03:24.05 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.67N NBI Text 32194 Vault Link http://plansrv1/bridgemaintvault/b32194 GIS FO/SD Meets Standards H Inv. Method 37.6 Latitude DD 36.157097 Longitude DD -96.056681 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31540 x -10692980.8162119 y 4322259.26344534
32193	7287 0549SX	32193	—	GILCREASE EXPY SB	HARLOW CREEK	New Structure Unit	2022	36.154422	-96.05705	441	59	—	4	25	3	56	5 - Prestressed Concrete	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31539 BRKEY 32193 NBI No. 32193 On Under 1 Structure No. 7287 0549SX Control No. 087 Lane Ind. S Milepoint 05490 Facility Carried GILCREASE EXPY SB Feature Intersected HARLOW CREEK Division 08 County 143 Location .2S of U.S.64 JCT Sufficiency 100 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 44 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2022 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 25 No. Main Spans 4 Road Width 56 Ref. Underclearance Rt. N Underclearance Right 99.99 Underclearance Left 99.99 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 56 Span Type Main M Material 5 - Prestressed Concrete Design 03 Length 441 Deck Width 59 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 9 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 65.9 HS Inv. Rating Method 3 HS Inv. Method 39.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32193 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description New Structure Unit Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:09:15.92 Longitude -96:03:25.38 I257A I257B I257C I257D I257E I263 Roadway Name SB GILCREASE EXPY Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 5.49S NBI Text 32193 Vault Link http://plansrv1/bridgemaintvault/b32193 GIS FO/SD Meets Standards H Inv. Method 37.6 Latitude DD 36.154422 Longitude DD -96.05705 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31539 x -10693021.893104 y 4321890.45777408
32088	0812F0120 X	32088	—	U.S. 281	WASHITA RIVER O'FLOW	6-100ft. PCB, 40ft. CLR RDWY AND 5ft. SIDEWALK, WITH TR-4 RAIL	1901	35.08972222	-98.24361111	1968.504	-1	—	6	0	-1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	-1	2022	5	Unmatched
Raw data OBJECTID 31537 BRKEY 32088 NBI No. 32088 On Under 1 Structure No. 0812F0120 X Control No. 012 Lane Ind. Milepoint 01200 Facility Carried U.S. 281 Feature Intersected WASHITA RIVER O'FLOW Division 07 County 015 Location 1.2 N OF U.S. 62 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 6 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1968.504 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32088 ODOT County 08 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 6-100ft. PCB, 40ft. CLR RDWY AND 5ft. SIDEWALK, WITH TR-4 RAIL Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:05:23 Longitude -98:14:37 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 281 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32088 Vault Link http://plansrv1/bridgemaintvault/b32088 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.08972222 Longitude DD -98.24361111 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31537 x -10936428.7624576 y 4176080.72993966
32087	0812F0079 X	32087	—	U.S. 281	WASHITA RIVER	150ft.-200ft.-150ft. CONT PL GIRDER, 40ft. CL RDWY AND 5ft. SIDEWALKS WITH TR-4 RAIL	1901	35.08388889	-98.24361111	1640.42	-1	—	3	0	-1	-1	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	-1	2022	5	Unmatched
Raw data OBJECTID 31536 BRKEY 32087 NBI No. 32087 On Under 1 Structure No. 0812F0079 X Control No. 012 Lane Ind. Milepoint 0079 Facility Carried U.S. 281 Feature Intersected WASHITA RIVER Division 07 County 015 Location .8 N OF U.S. 62 Sufficiency -1 Kind Hwy 2 Level Service 1 Route No. 00281 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 4 - Steel Continuous Design 02 Length 1640.42 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32087 ODOT County 08 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 150ft.-200ft.-150ft. CONT PL GIRDER, 40ft. CL RDWY AND 5ft. SIDEWALKS WITH TR-4 RAIL Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:05:02 Longitude -98:14:37 I257A I257B I257C I257D I257E I263 Roadway Name U.S. 281 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32087 Vault Link http://plansrv1/bridgemaintvault/b32087 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.08388889 Longitude DD -98.24361111 ODOT County Number 8 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 31536 x -10936428.7624576 y 4175287.16092902
32086	0905F3070 X	32086	—	FRISCO RD	I-40 UNDER	52FT-126FT-126FT-52FT PLATE GIRDER SPANS W/ F-SHAPE RAIL SKEWED LF	2022	35.494722	-97.7775	355	87	—	4	29	4	67.999	3 - Steel	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	07 - Major Collector (Rural)	A	13500	2022	5	Unmatched
Raw data OBJECTID 31535 BRKEY 32086 NBI No. 32086 On Under 1 Structure No. 0905F3070 X Control No. Lane Ind. Milepoint Facility Carried FRISCO RD Feature Intersected I-40 UNDER Division 04 County 017 Location 30.7 E OF CADDO C/L Sufficiency 94.9 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 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 07 - Major Collector (Rural) Year Built 2022 ADT Total 13500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 29 No. Main Spans 4 Road Width 67.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 14.001 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 67.999 Span Type Main M Material 3 - Steel Design 02 Length 355 Deck Width 87 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 52 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 21700 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32086 ODOT County 09 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 6 Rt. Curb SW 10 Description 52FT-126FT-126FT-52FT PLATE GIRDER SPANS W/ F-SHAPE RAIL SKEWED LF Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 35:29:41 Longitude -97:46:39 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name FRISCO ROAD 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 32086 Vault Link http://plansrv1/bridgemaintvault/b32086 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 35.494722 Longitude DD -97.7775 ODOT County Number 9 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31535 x -10884541.5110393 y 4231316.78966594
32084	6912F2091 X	32084	—	S.H. 29	CREEK	2-10ft.X8ft. RCB SK 45	1901	34.63805556	-97.59472222	65.617	-1	—	2	45	-1	-1	1 - Concrete	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	-1	2022	5	Unmatched
Raw data OBJECTID 31533 BRKEY 32084 NBI No. 32084 On Under 1 Structure No. 6912F2091 X Control No. 012 Lane Ind. Milepoint 20910 Facility Carried S.H. 29 Feature Intersected CREEK Division 07 County 137 Location 2.1 W GARVIN C/L Sufficiency -1 Kind Hwy 3 Level Service 1 Route No. 00029 Service Type On 1 Service Type Off 5 Vertical Clearance Horizontal Clearance -1 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 1901 ADT Total -1 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB Appr. Roadway Width -1 Span Type Main M Material 1 - Concrete Design 02 Length 65.617 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting _ 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 -1 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. Posted Weight Posted Speed Limit Narrow or 1 Lane Advanced Warning Sign Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32084 ODOT County 69 Nav. Control _ Nav. HC 0 Lft. Br. Nav. Cl. -1 Nav. VC 0 Bridge Med. _ DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW -1 Rt. Curb SW -1 Description 2-10ft.X8ft. RCB SK 45 Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 34:38:17 Longitude -97:35:41 I257A I257B I257C I257D I257E I263 Roadway Name S.H. 29 Scour _ Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 32084 Vault Link http://plansrv1/bridgemaintvault/b32084 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 34.63805556 Longitude DD -97.59472222 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31533 x -10864194.7816414 y 4114802.4792577
31895	1820 1588 X	31895	—	S.H. 10	EAST FORK BIG CREEK	51ft.-80ft.-51ft. TYPE III PC BM SPANS SK 60 DEG W/TR-4 RAIL	2019	36.8875	-95.383611	183.166	42.166	—	3	60	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Very good (8)	Very good (8)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	260	2022	5	Unmatched
Raw data OBJECTID 31524 BRKEY 31895 NBI No. 31895 On Under 1 Structure No. 1820 1588 X Control No. 020 Lane Ind. Milepoint 15880 Facility Carried S.H. 10 Feature Intersected EAST FORK BIG CREEK Division 08 County 035 Location 2.69 E NOWATA C/L Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 2019 ADT Total 260 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.166 Deck Width 42.166 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 88 HS Inv. Rating Method 3 HS Inv. Method 49 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 370 Future ADT Year 2042 Bypass Detour 15.53428 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31895 ODOT County 18 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 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 51ft.-80ft.-51ft. TYPE III PC BM SPANS SK 60 DEG W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:53:15 Longitude -95:23:01 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 10 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 31895 Vault Link http://plansrv1/bridgemaintvault/b31895 GIS FO/SD Meets Standards H Inv. Method 48 Latitude DD 36.8875 Longitude DD -95.383611 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31524 x -10618055.0065437 y 4423437.31741707
31894	1820 1682 X	31894	—	S.H. 10	BIG CREEK	60ft.-100ft.-60ft. PC CONC BM TYPE III & IV SPANS W/TR-4 RAIL	2019	36.8875	-95.400556	221.67	42.166	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Good (7)	Very good (8)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	260	2022	5	Unmatched
Raw data OBJECTID 31523 BRKEY 31894 NBI No. 31894 On Under 1 Structure No. 1820 1682 X Control No. 020 Lane Ind. Milepoint 16820 Facility Carried S.H. 10 Feature Intersected BIG CREEK Division 08 County 035 Location 1.75 E NOWATA C/L Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00010 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 2019 ADT Total 260 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 42 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 221.67 Deck Width 42.166 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 79 HS Inv. Rating Method 3 HS Inv. Method 52 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 370 Future ADT Year 2042 Bypass Detour 15.53428 School Bus Rte. Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31894 ODOT County 18 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 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 60ft.-100ft.-60ft. PC CONC BM TYPE III & IV SPANS W/TR-4 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:53:15 Longitude -95:24:02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 10 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 31894 Vault Link http://plansrv1/bridgemaintvault/b31894 GIS FO/SD Meets Standards H Inv. Method 51 Latitude DD 36.8875 Longitude DD -95.400556 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31523 x -10619941.3153152 y 4423437.31741707
31892	7035 0698 X	31892	—	S.H. 136	FRISCO CREEK	3-20ft.X12ft.X80ft. CL RDY. RCB	2019	36.581667	-101.474722	62	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	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	994	2022	5	Unmatched
Raw data OBJECTID 31521 BRKEY 31892 NBI No. 31892 On Under 1 Structure No. 7035 0698 X Control No. 035 Lane Ind. Milepoint 06980 Facility Carried S.H. 136 Feature Intersected FRISCO CREEK Division 06 County 139 Location 6.98 N OF TEXAS S/L Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00136 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 78 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 2019 ADT Total 994 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 62 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 66.7 HS Inv. Rating Method 3 HS Inv. Method 51.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1339 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 31892 ODOT County 70 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 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 3-20ft.X12ft.X80ft. CL RDY. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:34:54 Longitude -101:28:29 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 136 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 31892 Vault Link http://plansrv1/bridgemaintvault/b31892 GIS FO/SD Meets Standards H Inv. Method 51.4 Latitude DD 36.581667 Longitude DD -101.474722 ODOT County Number 70 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 31521 x -11296114.381429 y 4380955.8703938
32174	7287 0277NX	32174	—	GILCREASE EXPY	CREEK	2- 12FT X 10FT X 305FT RCB	2021	36.115142	-96.054739	25	305	—	2	45	4	303	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.9	Excellent (9)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Excellent (9)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)		2000	2022	5	Unmatched
Raw data OBJECTID 31520 BRKEY 32174 NBI No. 32174 On Under 1 Structure No. 7287 0277NX Control No. 087 Lane Ind. N Milepoint 02770 Facility Carried GILCREASE EXPY Feature Intersected CREEK Division 08 County 143 Location 2.6NW of I-44 Sufficiency 99.9 Kind Hwy 8 Level Service 1 Route No. _ Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 25 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2021 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 2 Road Width 303 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 18 Appr. Roadway Width 76 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 305 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 9 Structure Rating 9 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 91.1 HS Inv. Rating Method 3 HS Inv. Method 54.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32174 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2- 12FT X 10FT X 305FT RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:06:54.51 Longitude -96:03:17.06 I257A I257B I257C I257D I257E I263 Roadway Name GILCREASE EXPY Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 2.77 NBI Text 32174 Vault Link http://plansrv1/bridgemaintvault/b32174 GIS FO/SD Meets Standards H Inv. Method 51.9 Latitude DD 36.115142 Longitude DD -96.054739 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 31520 x -10692764.6337608 y 4316476.32179961
32173	7287 0096NX	32173	—	W. 51ST STREET	GILCREASE EXPY UNDER	New Structure Unit	2022	36.089981	-96.051742	522	66	—	4	58	4	66	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.8	Satisfactory (6)	Excellent (9)	Excellent (9)	Excellent (9)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	06 - Minor Arterial (Rural)		2022	2022	5	Unmatched
Raw data OBJECTID 31519 BRKEY 32173 NBI No. 32173 On Under 1 Structure No. 7287 0096NX Control No. Lane Ind. Milepoint Facility Carried W. 51ST STREET Feature Intersected GILCREASE EXPY UNDER Division 08 County 143 Location 1W of I-44 JUNCTION Sufficiency 95.8 Kind Hwy 5 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2022 ADT Total 2022 ADT Year 2022 Design Load NO VALUE GIVEN Skew 58 No. Main Spans 4 Road Width 66 Ref. Underclearance Rt. H Underclearance Right 20 Underclearance Left 20 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 66 Span Type Main M Material 3 - Steel Design 02 Length 522 Deck Width 66 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 9 Super Rating 9 Sub Rating 9 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 49.4 HS Inv. Rating Method 3 HS Inv. Method 29.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2600 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting Max Measured Clearance Min Measured Clearance NBI Rating 32173 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 7.5 Rt. Curb SW 7.5 Description New Structure Unit Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name H Index Latitude 36:05:23.93 Longitude -96:03:06.27 I257A I257B I257C I257D I257E I263 Roadway Name W. 51ST STREET Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 0.96 NBI Text 32173 Vault Link http://plansrv1/bridgemaintvault/b32173 GIS FO/SD Meets Standards H Inv. Method 28.2 Latitude DD 36.089981 Longitude DD -96.051742 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 31519 x -10692431.0092469 y 4313009.69291319