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
19820	0302 0725WX	19820	Atoka	U.S. 69	CLEAR BOGGY CREEK	0302 0725WX	(3) 100ft. PC BEAM SK 30°	1980	34.25518889	-96.21352778	302.001	43.701	—	3	30	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8900	2022	5	Unmatched
Raw data OBJECTID 20209 BRKEY 19820 NBI No. 19820 On Under 1 Structure No. 0302 0725WX Control No. 002 Lane Ind. W Milepoint 07250 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK Division 02 County 005 Location 7.25 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1980 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 302.001 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 125.5 HS Inv. Rating Method 1 HS Inv. Method 45.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19820 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 100ft. PC BEAM SK 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0725WX H Index 95.2103 Latitude 34:15:18.68 Longitude -96:12:48.7 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08 NBI Text 19820 Vault Link http://plansrv1/bridgemaintvault/b19820 GIS FO/SD Meets Standards H Inv. Method 31.3 Latitude DD 34.25518889 Longitude DD -96.21352778 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20209 x -10710440.9198941 y 4063119.34640939
19819	5507 0561EXR	19819	Oklahoma	I-44 RAMP	DEEP FORK CREEK	5507 0561EXR	3-100ft. CONT. PLATE GIRDER SPANS	1980	35.5201	-97.542919	303.999	23.002	—	3	0	1	20	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	79	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	36500	2022	5	Unmatched
Raw data OBJECTID 20208 BRKEY 19819 NBI No. 19819 On Under 1 Structure No. 5507 0561EXR Control No. 007 Lane Ind. E Milepoint 05610 Facility Carried I-44 RAMP Feature Intersected DEEP FORK CREEK Division 04 County 109 Location 5.6 MI N OF I-40 Sufficiency 79 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1980 ADT Total 36500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 42.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 303.999 Deck Width 23.002 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 82.012 HS Inv. Rating Method 1 HS Inv. Method 49.273 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 58400 Future ADT Year 2042 Bypass Detour 5 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19819 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5507 0561EXR H Index 94.3054 Latitude 35:31:12.36 Longitude -97:32:34.51 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 RAMP TO CLASSEN Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 19819 Vault Link http://plansrv1/bridgemaintvault/b19819 GIS FO/SD Meets Standards H Inv. Method 32.849 Latitude DD 35.5201 Longitude DD -97.542919 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20208 x -10858428.0735695 y 4234787.21457958
19818	0302 0676WX	19818	Atoka	U.S. 69	CLEAR BOGGY CREEK O'FLOW	0302 0676WX	(7) 42ft. PC BEAM	1980	34.24832222	-96.21646667	296.001	43.701	—	7	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8900	2022	5	Unmatched
Raw data OBJECTID 20207 BRKEY 19818 NBI No. 19818 On Under 1 Structure No. 0302 0676WX Control No. 002 Lane Ind. W Milepoint 06760 Facility Carried U.S. 69 Feature Intersected CLEAR BOGGY CREEK O'FLOW Division 02 County 005 Location 6.76 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1980 ADT Total 8900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 7 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 296.001 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64.1 HS Inv. Rating Method 1 HS Inv. Method 38.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19818 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (7) 42ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0676WX H Index 98.9617 Latitude 34:14:53.96 Longitude -96:12:59.28 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 06 NBI Text 19818 Vault Link http://plansrv1/bridgemaintvault/b19818 GIS FO/SD Meets Standards H Inv. Method 30.4 Latitude DD 34.24832222 Longitude DD -96.21646667 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20207 x -10710768.0756324 y 4062194.57065799
19627	1948 0070 X	19627	Creek	S.H. 117	ROCK CREEK	1948 0070 X	3-100ft. PCB SPANS	1979	35.98816667	-96.128275	303.58	62.666	—	3	45	4	60	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	10400	2022	5	Unmatched
Raw data OBJECTID 20198 BRKEY 19627 NBI No. 19627 On Under 1 Structure No. 1948 0070 X Control No. 048 Lane Ind. Milepoint 00700 Facility Carried S.H. 117 Feature Intersected ROCK CREEK Division 08 County 037 Location 0.7 MI E SH 66 Sufficiency 97.5 Kind Hwy 3 Level Service 1 Route No. 00117 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 60 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1979 ADT Total 10400 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 60 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 60 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 303.58 Deck Width 62.666 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 98 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16640 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19627 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-100ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1948 0070 X H Index 96.2769 Latitude 35:59:17.4 Longitude -96:07:41.79 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 117 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19627 Vault Link http://plansrv1/bridgemaintvault/b19627 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.98816667 Longitude DD -96.128275 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20198 x -10700950.6238358 y 4298993.2462233
19624	1822 0470 X	19624	Craig	S.H. 25	LITTLE CABIN CREEK	1822 0470 X	3-85ft. PRESTRESSED CO	1979	36.80112778	-95.06055833	257.19	35	—	3	40	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	640	2022	5	Unmatched
Raw data OBJECTID 20195 BRKEY 19624 NBI No. 19624 On Under 1 Structure No. 1822 0470 X Control No. 022 Lane Ind. Milepoint 04700 Facility Carried S.H. 25 Feature Intersected LITTLE CABIN CREEK Division 08 County 035 Location .6 MI.E OF BLUEJACKET Sufficiency 99.9 Kind Hwy 3 Level Service 1 Route No. 00025 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 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 1979 ADT Total 640 ADT Year 2022 Design Load NO VALUE GIVEN Skew 40 No. Main Spans 3 Road Width 32 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 257.19 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 136.4 HS Inv. Rating Method 3 HS Inv. Method 61.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1024 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19624 ODOT County 18 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-85ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1822 0470 X H Index 96.7714 Latitude 36:48:04.06 Longitude -95:03:38.01 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name S.H. 25 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19624 Vault Link http://plansrv1/bridgemaintvault/b19624 GIS FO/SD Meets Standards H Inv. Method 61.1 Latitude DD 36.80112778 Longitude DD -95.06055833 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20195 x -10582092.9478199 y 4411422.69794983
19622	6108 0233 X	19622	Pittsburg	S.H. 31 RAMP	U.S. 270 UNDER	6108 0233 X	(2) 105ft. PC BEAM SK 39°	1979	34.926667	-95.728333	212.927	24.301	—	2	49	1	21.299	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.8	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	5700	2022	5	Unmatched
Raw data OBJECTID 20193 BRKEY 19622 NBI No. 19622 On Under 1 Structure No. 6108 0233 X Control No. Lane Ind. Milepoint Facility Carried S.H. 31 RAMP Feature Intersected U.S. 270 UNDER Division 02 County 121 Location 2.3 SE JCT US 69B Sufficiency 94.8 Kind Hwy 3 Level Service 7 Route No. 00031 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 21.299 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 1979 ADT Total 5700 ADT Year 2022 Design Load HS 20 Skew 49 No. Main Spans 2 Road Width 21.299 Ref. Underclearance Rt. H Underclearance Right 9.665 Underclearance Left 8.999 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 21.299 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 212.927 Deck Width 24.301 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 102.6 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9120 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1809 Max Measured Clearance 2004 Min Measured Clearance 1605 NBI Rating 19622 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 105ft. PC BEAM SK 39° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6108 0233 X H Index 88.9846 Latitude 34:55:36 Longitude -95:43:42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name S.H. 31 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 052 NBI Text 19622 Vault Link http://plansrv1/bridgemaintvault/b19622 GIS FO/SD Meets Standards H Inv. Method 27.4 Latitude DD 34.926667 Longitude DD -95.728333 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20193 x -10656429.2840489 y 4153919.94250126
19815	7280 0020 XR	19815	Tulsa	U.S. 64 /S.H. 51EN	13TH ST. UNDER	7280 0020 XR	61ft.,83ft.,71ft.REINF CON	1980	36.14405556	-95.97805556	263.123	31.168	—	3	0	1	28.215	2 - Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.2	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	10000	2022	5	Unmatched
Raw data OBJECTID 20186 BRKEY 19815 NBI No. 19815 On Under 1 Structure No. 7280 0020 XR Control No. 080 Lane Ind. Milepoint 00200 Facility Carried U.S. 64 /S.H. 51EN Feature Intersected 13TH ST. UNDER Division 08 County 143 Location 0.2E.OF I-444 W-N RAMP Sufficiency 95.2 Kind Hwy 2 Level Service 7 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 28.215 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1980 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 28.215 Ref. Underclearance Rt. H Underclearance Right 8.858 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 28.215 Span Type Main M Material 2 - Concrete Continuous Design 05 Length 263.123 Deck Width 31.168 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 2 HS Operating Rating 48.6 HS Inv. Rating Method 2 HS Inv. Method 35.7 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 16000 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1708 Min Measured Clearance 1600 NBI Rating 19815 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 61ft.,83ft.,71ft.REINF CON Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7280 0020 XR H Index 98.1351 Latitude 36:08:38.6 Longitude -95:58:41 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 64 / S.H. 51 E-N RAMP Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 19815 Vault Link http://plansrv1/bridgemaintvault/b19815 GIS FO/SD Meets Standards H Inv. Method 16.2 Latitude DD 36.14405556 Longitude DD -95.97805556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 20186 x -10684228.2722677 y 4320461.34226512
19813	6244 0095 X	19813	Pontotoc	OAK AVE.	S.H. 3W UNDER	6244 0095 X	2-125ft. BOX GIRDER SPANS SK 57-16-15	1980	34.755481	-96.687592	252.953	35.105	—	2	33	2	32.152	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.8	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	500	2022	5	Unmatched
Raw data OBJECTID 20184 BRKEY 19813 NBI No. 19813 On Under 1 Structure No. 6244 0095 X Control No. Lane Ind. Milepoint Facility Carried OAK AVE. Feature Intersected S.H. 3W UNDER Division 03 County 123 Location 0.9 MI SE OF S.H. 1 Sufficiency 96.8 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 32.201 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 500 ADT Year 2022 Design Load HS 20 Skew 33 No. Main Spans 2 Road Width 32.152 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.152 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 252.953 Deck Width 35.105 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.6 HS Inv. Rating Method 1 HS Inv. Method 35.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 800 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 30 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19813 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-125ft. BOX GIRDER SPANS SK 57-16-15 Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6244 0095 X H Index 91.4423 Latitude 34:45:19.73 Longitude -96:41:15.33 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 1 Roadway Name OAK AVE. Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19813 Vault Link http://plansrv1/bridgemaintvault/b19813 GIS FO/SD Meets Standards H Inv. Method 19.7 Latitude DD 34.755481 Longitude DD -96.687592 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20184 x -10763213.5074678 y 4130701.43798644
19812	5507 0657 X	19812	Oklahoma	WESTERN AVE.	I-44 UNDER	5507 0657 X	117ft.-113ft. CONT. PLATE GIRDER SPANS SK. 47 DEG. 15ft.10ft. WITH 2-4ft. SIDEWALKS	1980	35.525575	-97.52995556	235.597	87.831	—	2	43	6	73.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.2	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 20183 BRKEY 19812 NBI No. 19812 On Under 1 Structure No. 5507 0657 X Control No. Lane Ind. Milepoint Facility Carried WESTERN AVE. Feature Intersected I-44 UNDER Division 04 County 109 Location 6.5 MI N & E JCT I40 Sufficiency 89.2 Kind Hwy 5 Level Service 1 Route No. 09341 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 82.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 43 No. Main Spans 2 Road Width 73.999 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 13.999 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 77.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 235.597 Deck Width 87.831 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.902 HS Inv. Rating Method 1 HS Inv. Method 40.786 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 1.999945 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1710 Max Measured Clearance 1902 Min Measured Clearance 1603 NBI Rating 19812 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 4 Lft. Curb SW 3.999 Rt. Curb SW 3.999 Description 117ft.-113ft. CONT. PLATE GIRDER SPANS SK. 47 DEG. 15ft.10ft. WITH 2-4ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0657 X H Index 93.7785 Latitude 35:31:32.07 Longitude -97:31:47.84 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name WESTERN AVE. Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19812 Vault Link http://plansrv1/bridgemaintvault/b19812 GIS FO/SD Meets Standards H Inv. Method 22.597 Latitude DD 35.525575 Longitude DD -97.52995556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20183 x -10856984.9900298 y 4235536.06112145
19811	5507 0660 X	19811	Oklahoma	UTILITY BRIDGE	I-44 UNDER	5507 0660 X	117ft.-116ft. CONT. PLATE GIRDER SPANS SK. 47 DEG. 15ft. 10ft.	1980	35.525833	-97.529608	235	8.999	—	2	43	8	156.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	!	-2	Not applicable (N)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	L	93600	2022	5	Unmatched
Raw data OBJECTID 20182 BRKEY 19811 NBI No. 19811 On Under 2 Structure No. 5507 0660 X Control No. 007 Lane Ind. Milepoint 06600 Facility Carried UTILITY BRIDGE Feature Intersected I-44 UNDER Division 04 County 109 Location 6.6 MI N OF I-40 Sufficiency -2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 0 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 77.999 Bridge System L Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1980 ADT Total 93600 ADT Year 2022 Design Load Other or Unknown Skew 43 No. Main Spans 2 Road Width 156.001 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 13.999 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 155.997 Span Type Main M Material 4 - Steel Continuous Design 02 Length 235 Deck Width 8.999 Bridge Open Closed ! TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating N Deck Geometry N Underclearance 6 Bridge Posting ! Waterway Adequacy N Approach Alignment ! HS Operating Rating Method ! HS Operating Rating 0 HS Inv. Rating Method ! HS Inv. Method 0 H Operating Rating ! H Inv. Rating Method ! Future ADT 149760 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1711 Max Measured Clearance 1802 Min Measured Clearance 1704 NBI Rating 19811 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 117ft.-116ft. CONT. PLATE GIRDER SPANS SK. 47 DEG. 15ft. 10ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0660 X H Index -1 Latitude 35:31:33 Longitude -97:31:46.59 I257A _ I257B _ I257C _ I257D _ I257E _ I263 0 Roadway Name I-44 UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19811 Vault Link http://plansrv1/bridgemaintvault/b19811 GIS FO/SD Meets Standards H Inv. Method 0 Latitude DD 35.525833 Longitude DD -97.529608 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20182 x -10856946.2998276 y 4235571.35049288
19621	1242 0056SX	19621	Choctaw	U.S. 70	S BROADWAY ST & K R.R.	1242 0056SX	(2) 103ft. PC BEAM SK 7°	1979	33.995	-95.51350833	207.999	43.701	—	2	7	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3450	2022	5	Unmatched
Raw data OBJECTID 20175 BRKEY 19621 NBI No. 19621 On Under 1 Structure No. 1242 0056SX Control No. 042 Lane Ind. S Milepoint 00560 Facility Carried U.S. 70 Feature Intersected S BROADWAY ST & K R.R. Division 02 County 023 Location 0.56 E JCT US-271 BR Sufficiency 93 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1979 ADT Total 3450 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 2 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 25.171 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 207.999 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5520 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1707 Max Measured Clearance 1804 Min Measured Clearance 1710 NBI Rating 19621 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 103ft. PC BEAM SK 7° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1242 0056SX H Index 98.179 Latitude 33:59:42 Longitude -95:30:48.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 058 NBI Text 19621 Vault Link http://plansrv1/bridgemaintvault/b19621 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 33.995 Longitude DD -95.51350833 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20175 x -10632515.1111747 y 4028130.66805303
19620	1242 0056NX	19620	Choctaw	U.S. 70	S BROADWAY ST & K R.R.	1242 0056NX	(2) 103ft. PC BEAM SK 7°	1979	33.99508056	-95.51352222	207.999	43.701	—	2	7	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2900	2022	5	Unmatched
Raw data OBJECTID 20174 BRKEY 19620 NBI No. 19620 On Under 1 Structure No. 1242 0056NX Control No. 042 Lane Ind. N Milepoint 00560 Facility Carried U.S. 70 Feature Intersected S BROADWAY ST & K R.R. Division 02 County 023 Location 0.56 E JCT US-271 BR Sufficiency 92 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1979 ADT Total 2900 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 2 Road Width 40.699 Ref. Underclearance Rt. H Underclearance Right 25 Underclearance Left 1.66 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 207.999 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4640 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1707 Max Measured Clearance 1807 Min Measured Clearance 1801 NBI Rating 19620 ODOT County 12 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (2) 103ft. PC BEAM SK 7° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1242 0056NX H Index 96.0492 Latitude 33:59:42.29 Longitude -95:30:48.68 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 057 NBI Text 19620 Vault Link http://plansrv1/bridgemaintvault/b19620 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 33.99508056 Longitude DD -95.51352222 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20174 x -10632516.6574024 y 4028141.48466126
19618	5510 1326 X	19618	Oklahoma	S.H. 66	DEEP FORK RIVER	5510 1326 X	3-65ft. PRESTRESSED CONC. BM. SPANS	1979	35.666422	-97.201664	197.001	45.699	—	3	30	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	3100	2022	5	Unmatched
Raw data OBJECTID 20172 BRKEY 19618 NBI No. 19618 On Under 1 Structure No. 5510 1326 X Control No. 010 Lane Ind. Milepoint 13260 Facility Carried S.H. 66 Feature Intersected DEEP FORK RIVER Division 04 County 109 Location 13.1 MI E OF JCT I-35 Sufficiency 91.7 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.7 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1979 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 197.001 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4960 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19618 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-65ft. PRESTRESSED CONC. BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5510 1326 X H Index 93.9506 Latitude 35:39:59.12 Longitude -97:12:05.99 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19618 Vault Link http://plansrv1/bridgemaintvault/b19618 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 35.666422 Longitude DD -97.201664 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20172 x -10820439.7407389 y 4254818.09994082
19616	4138 1250 X	19616	Lincoln	S.H. 102	CAPTAIN CREEK	4138 1250 X	3-60ft. PC BM	1979	35.67230278	-97.088175	183.071	35.105	—	3	45	2	32.152	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.8	Satisfactory (6)	Very good (8)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	830	2022	5	Unmatched
Raw data OBJECTID 20170 BRKEY 19616 NBI No. 19616 On Under 1 Structure No. 4138 1250 X Control No. 038 Lane Ind. Milepoint 12500 Facility Carried S.H. 102 Feature Intersected CAPTAIN CREEK Division 03 County 081 Location 12.5 MI N JCT US 62 Sufficiency 98.8 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 21.982 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 830 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 32.152 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 183.071 Deck Width 35.105 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 6 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1328 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19616 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PC BM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4138 1250 X H Index 83.7512 Latitude 35:40:20.29 Longitude -97:05:17.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 102 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19616 Vault Link http://plansrv1/bridgemaintvault/b19616 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.67230278 Longitude DD -97.088175 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20170 x -10807806.2030482 y 4255623.92109452
19809	6732 0778EX	19809	Seminole	U.S. 377 / S.H. 99	TURKEY CREEK	6732 0778 X	3-70ft. PRESTRESSED CO	1980	35.35991389	-96.67139722	211.942	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3600	2022	5	Unmatched
Raw data OBJECTID 20162 BRKEY 19809 NBI No. 19809 On Under 1 Structure No. 6732 0778EX Control No. 032 Lane Ind. E Milepoint 07780 Facility Carried U.S. 377 / S.H. 99 Feature Intersected TURKEY CREEK Division 03 County 133 Location 0.9 MI N JCT SH 99A Sufficiency 89 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1980 ADT Total 3600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 211.942 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 5 Chan. Rating 5 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60.3 HS Inv. Rating Method 1 HS Inv. Method 36.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5760 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19809 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CO Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6732 0778 X H Index 98.3101 Latitude 35:21:35.69 Longitude -96:40:17.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19809 Vault Link http://plansrv1/bridgemaintvault/b19809 GIS FO/SD Meets Standards H Inv. Method 26.3 Latitude DD 35.35991389 Longitude DD -96.67139722 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20162 x -10761410.7128047 y 4212900.2107381
19808	6010 0493SX	19808	Payne	S.H. 33 E.B.	EUCHEE CREEK	6010 0493SX	3-70ft. PRESTRESSED CONC BM SPANS	1979	35.985717	-96.679667	211.942	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 20161 BRKEY 19808 NBI No. 19808 On Under 1 Structure No. 6010 0493SX Control No. 010 Lane Ind. S Milepoint 04930 Facility Carried S.H. 33 E.B. Feature Intersected EUCHEE CREEK Division 04 County 119 Location 5.1 MI E JCT SH 18 Sufficiency 88 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40.699 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1979 ADT Total 4000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 211.942 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 59.9 HS Inv. Rating Method 3 HS Inv. Method 39.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19808 ODOT County 60 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-70ft. PRESTRESSED CONC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6010 0493SX H Index 88.5566 Latitude 35:59:08.58 Longitude -96:40:46.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 33 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 19808 Vault Link http://plansrv1/bridgemaintvault/b19808 GIS FO/SD Meets Standards H Inv. Method 39.8 Latitude DD 35.985717 Longitude DD -96.679667 ODOT County Number 60 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20161 x -10762331.3005032 y 4298656.23120486
19807	1649 0989 X	19807	Comanche	U.S. 62 (ROGERS LN	I-44 UNDER	1649 0989 X	2-90ft. CONT. CONC BOX GIRDER SPANS WITH 2-4ft. SIDEWAIKS	1980	34.63777778	-98.3875	219.16	80.161	—	2	0	5	70	2 - Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	5000	2022	5	Unmatched
Raw data OBJECTID 20160 BRKEY 19807 NBI No. 19807 On Under 1 Structure No. 1649 0989 X Control No. Lane Ind. Milepoint Facility Carried U.S. 62 (ROGERS LN Feature Intersected I-44 UNDER Division 07 County 031 Location 2.9 MI N OF US 277 Sufficiency 92.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 72.001 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 1980 ADT Total 5000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 70 Ref. Underclearance Rt. H Underclearance Right 18.999 Underclearance Left 17.999 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 72.031 Span Type Main M Material 2 - Concrete Continuous Design 05 Length 219.16 Deck Width 80.161 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1905 Min Measured Clearance 1702 NBI Rating 19807 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-90ft. CONT. CONC BOX GIRDER SPANS WITH 2-4ft. SIDEWAIKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0989 X H Index 96.8746 Latitude 34:38:16 Longitude -98:23:15 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name U.S. 62 (ROGERS LN.) Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 136 NBI Text 19807 Vault Link http://plansrv1/bridgemaintvault/b19807 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 34.63777778 Longitude DD -98.3875 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20160 x -10952446.4004232 y 4114764.89562105
19806	6244 0201 X	19806	Pontotoc	KERR LAB RD.	S.H. 3 UNDER	6244 0201 X	2-100ft. BOX GIRDER SPANS	1980	34.7526	-96.670197	200.131	53.15	—	2	0	2	49.869	6 - Prestressed Concrete Continuous	Box Beam or Girders — Multiple (05)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.4	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	1700	2022	5	Unmatched
Raw data OBJECTID 20159 BRKEY 19806 NBI No. 19806 On Under 1 Structure No. 6244 0201 X Control No. Lane Ind. Milepoint Facility Carried KERR LAB RD. Feature Intersected S.H. 3 UNDER Division 03 County 123 Location 2.1 MI SE OF S.H. 1 Sufficiency 97.4 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 49.869 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1980 ADT Total 1700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 49.869 Ref. Underclearance Rt. H Underclearance Right 12.139 Underclearance Left 16.076 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 49.869 Span Type Main M Material 6 - Prestressed Concrete Continuous Design 05 Length 200.131 Deck Width 53.15 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 48.6 HS Inv. Rating Method 1 HS Inv. Method 35.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2200 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 -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19806 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. BOX GIRDER SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6244 0201 X H Index 89.4284 Latitude 34:45:09.36 Longitude -96:40:12.71 I257A 1 I257B 1 I257C 1 I257D 0 I257E 0 I263 2 Roadway Name KERR LAB RD Scour N Design Structure 5 - Box Beam or Girders - Multiple FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19806 Vault Link http://plansrv1/bridgemaintvault/b19806 GIS FO/SD Meets Standards H Inv. Method 19.7 Latitude DD 34.7526 Longitude DD -96.670197 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20159 x -10761277.1049254 y 4130311.09131869
19615	3920 0203 X	19615	Latimer	S.H. 82	BRAZIL CREEK	3920 0203 X	(3) 55ft. PC BEAM	1979	34.97813333	-95.05345278	167.001	35	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.1	Good (7)	Good (7)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 20152 BRKEY 19615 NBI No. 19615 On Under 1 Structure No. 3920 0203 X Control No. 020 Lane Ind. Milepoint 02030 Facility Carried S.H. 82 Feature Intersected BRAZIL CREEK Division 02 County 077 Location 2.03 N JCT US-270 Sufficiency 92.1 Kind Hwy 3 Level Service 1 Route No. 00082 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 1200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 26.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 167.001 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 49.709695 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19615 ODOT County 39 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 55ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3920 0203 X H Index 98.9178 Latitude 34:58:41.28 Longitude -95:03:12.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 82 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 056 NBI Text 19615 Vault Link http://plansrv1/bridgemaintvault/b19615 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.97813333 Longitude DD -95.05345278 ODOT County Number 39 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20152 x -10581301.9616121 y 4160909.94786368
19614	7292 0053 X	19614	Tulsa	I-444	8TH ST. UNDER	7292 0053 X	47' 7 7/8"" - 71' 3"" - 47' 7 7/8"" CONT. I-BM. SPANS	1979	36.15077222	-95.98015556	166.563	119.75	—	3	30	5	57.25	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	67.1	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46000	2022	5	Unmatched
Raw data OBJECTID 20151 BRKEY 19614 NBI No. 19614 On Under 1 Structure No. 7292 0053 X Control No. 092 Lane Ind. Milepoint 00530 Facility Carried I-444 Feature Intersected 8TH ST. UNDER Division 08 County 143 Location 0.5 MI N SH 51 Sufficiency 67.1 Kind Hwy 1 Level Service 1 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.25 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 1979 ADT Total 46000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 57.25 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 12.999 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 57.25 Span Type Main M Material 3 - Steel Design 02 Length 166.563 Deck Width 119.75 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73600 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1604 Max Measured Clearance 1705 Min Measured Clearance 1608 NBI Rating 19614 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 47' 7 7/8"" - 71' 3"" - 47' 7 7/8"" CONT. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7292 0053 X H Index 90.9365 Latitude 36:09:02.78 Longitude -95:58:48.56 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name I-444 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19614 Vault Link http://plansrv1/bridgemaintvault/b19614 GIS FO/SD FO H Inv. Method 18.4 Latitude DD 36.15077222 Longitude DD -95.98015556 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20151 x -10684462.0431984 y 4321387.27823018
19611	1944 0200 X	19611	Creek	S.H. 99	TIGER CREEK	1944 0200 X	3-50ft. PCB SPANS	1979	36.00282778	-96.59413611	151.903	45.604	—	3	0	2	42.651	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2800	2022	5	Unmatched
Raw data OBJECTID 20148 BRKEY 19611 NBI No. 19611 On Under 1 Structure No. 1944 0200 X Control No. 044 Lane Ind. Milepoint 02000 Facility Carried S.H. 99 Feature Intersected TIGER CREEK Division 08 County 037 Location NORTH EDGE DRUMRIGHT Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00099 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.651 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 1979 ADT Total 2800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.651 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.026 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 151.903 Deck Width 45.604 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19611 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1944 0200 X H Index 96.5962 Latitude 36:00:10.18 Longitude -96:35:38.89 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 99 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19611 Vault Link http://plansrv1/bridgemaintvault/b19611 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.00282778 Longitude DD -96.59413611 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20148 x -10752810.0453814 y 4301010.47718783
19610	7292 0033 X	19610	Tulsa	I-444	11TH ST. UNDER	7292 0033 X	29ft. SLAB,101.08ft. PRESTRESSED CONC,29ft. SLAB SPANS SK. 73 DEG.53ft.55ft. (W/MODULAR ABUTMENT)	1979	36.14775	-95.97973611	159.08	188.25	—	1	17	8	185.25	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	Good (7)	Very good (8)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	46000	2022	5	Unmatched
Raw data OBJECTID 20147 BRKEY 19610 NBI No. 19610 On Under 1 Structure No. 7292 0033 X Control No. 092 Lane Ind. Milepoint 00330 Facility Carried I-444 Feature Intersected 11TH ST. UNDER Division 08 County 143 Location 0.3 MI N SH 51 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00444 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 70.25 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 1979 ADT Total 46000 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 1 Road Width 185.25 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 70.25 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 159.08 Deck Width 188.25 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 86 HS Inv. Rating Method 1 HS Inv. Method 51.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 73600 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1703 Min Measured Clearance 1607 NBI Rating 19610 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 29ft. SLAB,101.08ft. PRESTRESSED CONC,29ft. SLAB SPANS SK. 73 DEG.53ft.55ft. (W/MODULAR ABUTMENT) Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7292 0033 X H Index 95.7432 Latitude 36:08:51.9 Longitude -95:58:47.05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-444 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 19610 Vault Link http://plansrv1/bridgemaintvault/b19610 GIS FO/SD Meets Standards H Inv. Method 32.8 Latitude DD 36.14775 Longitude DD -95.97973611 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20147 x -10684415.350238 y 4320970.63542011
19515	1706 0000EX	19515	Cotton	I-44 EB	RED RIVER	1706 0000EX	82ft.,45-81ft.,82ft. PRESTRESSED CONC BM SPANS	1978	34.103411	-98.541594	3809.055	40	—	47	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	21 - Other State Agencies	21 - Other State Agencies	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6200	2022	5	Unmatched
Raw data OBJECTID 20142 BRKEY 19515 NBI No. 19515 On Under 1 Structure No. 1706 0000EX Control No. 006 Lane Ind. E Milepoint 00000 Facility Carried I-44 EB Feature Intersected RED RIVER Division 07 County 033 Location OKLA-TEXAS STATE LINE Sufficiency 98 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 21 - Other State Agencies Custodian 21 - Other State Agencies Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1978 ADT Total 6200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 47 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 3809.055 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9920 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19515 ODOT County 17 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 82ft.,45-81ft.,82ft. PRESTRESSED CONC BM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1706 0000EX H Index 100 Latitude 34:06:12.28 Longitude -98:32:29.74 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-44 EB Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19515 Vault Link http://plansrv1/bridgemaintvault/b19515 GIS FO/SD Meets Standards H Inv. Method 36 Latitude DD 34.103411 Longitude DD -98.541594 ODOT County Number 17 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20142 x -10969600.0660375 y 4042696.06340656
19514	5507 0570SX	19514	Oklahoma	I-44 EB	NW EXPWY/CREEK/ST.UND	5507 0570SX	13 CONT. PLATE GRIDER SPANS W/ 28 P.C. BEAM SPANS RDWY. VARIES	1978	35.52078333	-97.54276667	3095	55	—	13	23	3	52	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.6	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	44350	2022	5	Unmatched
Raw data OBJECTID 20141 BRKEY 19514 NBI No. 19514 On Under 1 Structure No. 5507 0570SX Control No. 007 Lane Ind. S Milepoint 05700 Facility Carried I-44 EB Feature Intersected NW EXPWY/CREEK/ST.UND Division 04 County 109 Location 5.6N OF I-40(BELLE ISLE Sufficiency 80.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 52 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 1978 ADT Total 44350 ADT Year 2022 Design Load HS 20 Skew 23 No. Main Spans 13 Road Width 52 Ref. Underclearance Rt. H Underclearance Right 1 Underclearance Left 1.2 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52 Span Type Main M Material 4 - Steel Continuous Design 02 Length 3095 Deck Width 55 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62.4 HS Inv. Rating Method 1 HS Inv. Method 37.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 2110 Min Measured Clearance 1606 NBI Rating 19514 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 9 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 13 CONT. PLATE GRIDER SPANS W/ 28 P.C. BEAM SPANS RDWY. VARIES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0570SX H Index 95.9868 Latitude 35:31:14.82 Longitude -97:32:33.96 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19514 Vault Link http://plansrv1/bridgemaintvault/b19514 GIS FO/SD FO H Inv. Method 22.3 Latitude DD 35.52078333 Longitude DD -97.54276667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20141 x -10858411.1162715 y 4234880.67467685
19803	1908 0835 X	19803	Creek	U.S. 75A	CHILDERS CREEK	1908 0835 X	3-60ft. PCB SPANS	1980	35.96746667	-96.08836111	180.118	45.604	—	3	0	2	42.651	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	90.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	4100	2022	5	Unmatched
Raw data OBJECTID 20138 BRKEY 19803 NBI No. 19803 On Under 1 Structure No. 1908 0835 X Control No. 008 Lane Ind. Milepoint 08350 Facility Carried U.S. 75A Feature Intersected CHILDERS CREEK Division 08 County 037 Location 8.4 MI N OKMULGEE C/L Sufficiency 90.9 Kind Hwy 2 Level Service 1 Route No. 0075A Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.651 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 1980 ADT Total 4100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.651 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40.026 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 180.118 Deck Width 45.604 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6560 Future ADT Year 2042 Bypass Detour 22.990734 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19803 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-60ft. PCB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1908 0835 X H Index 97.9669 Latitude 35:58:02.88 Longitude -96:05:18.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75A Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19803 Vault Link http://plansrv1/bridgemaintvault/b19803 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.96746667 Longitude DD -96.08836111 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20138 x -10696507.4299254 y 4296145.75889047
19802	4532 0748 X	19802	McCurtain	S.H. 98	HORSE HEAD CREEK	4532 0720 X	(3) 60ft. PC BEAM	1980	34.069897	-94.9846	182.1	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.6	Satisfactory (6)	Satisfactory (6)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2600	2022	5	Unmatched
Raw data OBJECTID 20137 BRKEY 19802 NBI No. 19802 On Under 1 Structure No. 4532 0748 X Control No. 032 Lane Ind. Milepoint 07480 Facility Carried S.H. 98 Feature Intersected HORSE HEAD CREEK Division 02 County 089 Location 5.1 S JCT SH-3 Sufficiency 95.6 Kind Hwy 3 Level Service 1 Route No. 00098 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.7 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1980 ADT Total 2600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 182.1 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 8 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 53 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4160 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19802 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 60ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4532 0720 X H Index 95.0121 Latitude 34:04:11.63 Longitude -94:59:04.56 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 98 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 85 NBI Text 19802 Vault Link http://plansrv1/bridgemaintvault/b19802 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 34.069897 Longitude DD -94.9846 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20137 x -10573637.3052028 y 4038191.35138412
19800	0501 2507NX	19800	Beckham	I-40	I-40 BUS. UNDER	0501 2507NX	37ft.-103ft.-37ft. PLATE GIRDER SPANS, SK. 30 DEG. R.F.	1980	35.315211	-99.612858	178.15	41.401	—	3	32	2	38.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98	Satisfactory (6)	Very good (8)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	7050	2022	5	Unmatched
Raw data OBJECTID 20135 BRKEY 19800 NBI No. 19800 On Under 1 Structure No. 0501 2507NX Control No. 001 Lane Ind. N Milepoint 25070 Facility Carried I-40 Feature Intersected I-40 BUS. UNDER Division 05 County 009 Location 4.3 MI E U.S. 283 Sufficiency 98 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38.002 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 1980 ADT Total 7050 ADT Year 2022 Design Load HS 20 Skew 32 No. Main Spans 3 Road Width 38.002 Ref. Underclearance Rt. H Underclearance Right 12.3 Underclearance Left 11.801 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38.002 Span Type Main M Material 3 - Steel Design 02 Length 178.15 Deck Width 41.401 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 8 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 46 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11280 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1606 NBI Rating 19800 ODOT County 05 Nav. Control N 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 37ft.-103ft.-37ft. PLATE GIRDER SPANS, SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0501 2507NX H Index 98.635 Latitude 35:18:54.76 Longitude -99:36:46.29 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID W NBI Text 19800 Vault Link http://plansrv1/bridgemaintvault/b19800 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 35.315211 Longitude DD -99.612858 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20135 x -11088852.6290227 y 4206799.99513619
19705	5720 1397 X	19705	Osage	S.H. 20	LOST CREEK	5720 1397 X	3-10ft.X 12ft.X 176ft. R.C.BOX	1980	36.38365556	-96.16561389	34.121	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.5	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2000	2022	5	Unmatched
Raw data OBJECTID 20134 BRKEY 19705 NBI No. 19705 On Under 1 Structure No. 5720 1397 X Control No. 020 Lane Ind. Milepoint 13970 Facility Carried S.H. 20 Feature Intersected LOST CREEK Division 08 County 113 Location 13.9 MI SE OF SH 99 Sufficiency 92.5 Kind Hwy 3 Level Service 1 Route No. 00020 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 1980 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 25 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 42.253241 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19705 ODOT County 57 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 12ft.X 176ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5720 1397 X H Index 99.4591 Latitude 36:23:01.16 Longitude -96:09:56.21 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 20 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19705 Vault Link http://plansrv1/bridgemaintvault/b19705 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.38365556 Longitude DD -96.16561389 ODOT County Number 57 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20134 x -10705107.1700574 y 4353541.01217049
19704	4532 1173 X	19704	McCurtain	S.H. 98	BENNINGFIELD CREEK	4532 1050 X	(3) 10ft. X 8ft. X 62ft. LONG RCB	1980	34.090833	-94.923056	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.4	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2200	2022	5	Unmatched
Raw data OBJECTID 20133 BRKEY 19704 NBI No. 19704 On Under 1 Structure No. 4532 1173 X Control No. 032 Lane Ind. Milepoint 11730 Facility Carried S.H. 98 Feature Intersected BENNINGFIELD CREEK Division 02 County 089 Location 1.0 SW JCT SH-3 Sufficiency 85.4 Kind Hwy 3 Level Service 1 Route No. 00098 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 60 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 1980 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 3520 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19704 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 8ft. X 62ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4532 1050 X H Index 65.1715 Latitude 34:05:27 Longitude -94:55:23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 98 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 87 NBI Text 19704 Vault Link http://plansrv1/bridgemaintvault/b19704 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.090833 Longitude DD -94.923056 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20133 x -10566786.2584614 y 4041005.20962778
19703	1649 0967 X	19703	Comanche	I-44	CREEK	1649 0967 X	3-10ft.X 8ft.X 325ft. R.C.BOX SK.9 DEG	1980	34.63466111	-98.38720556	33.136	0	—	3	9	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	69.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	25200	2022	5	Unmatched
Raw data OBJECTID 20132 BRKEY 19703 NBI No. 19703 On Under 1 Structure No. 1649 0967 X Control No. 049 Lane Ind. Milepoint 09670 Facility Carried I-44 Feature Intersected CREEK Division 07 County 031 Location 9.6 MI N OF SH 36 Sufficiency 69.9 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 58.031 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 1980 ADT Total 25200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 9 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 10 Appr. Roadway Width 58.031 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 100 HS Inv. Rating Method 3 HS Inv. Method 100 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 40320 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19703 ODOT County 16 Nav. Control 0 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 3-10ft.X 8ft.X 325ft. R.C.BOX SK.9 DEG Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1649 0967 X H Index 100 Latitude 34:38:04.78 Longitude -98:23:13.94 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 135 NBI Text 19703 Vault Link http://plansrv1/bridgemaintvault/b19703 GIS FO/SD Meets Standards H Inv. Method 100 Latitude DD 34.63466111 Longitude DD -98.38720556 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20132 x -10952413.6235123 y 4114343.21876911
19702	5206 0228 X	19702	Noble	U.S. 77	LITTLE STILLWATER CREEK	5206 0228 X	3-10ft. X 7ft. X 39.5ft. R.C. BOX	1980	36.19756389	-97.37171944	31.568	41.499	—	3	0	2	39.498	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	540	2022	5	Unmatched
Raw data OBJECTID 20131 BRKEY 19702 NBI No. 19702 On Under 1 Structure No. 5206 0228 X Control No. 006 Lane Ind. Milepoint 02280 Facility Carried U.S. 77 Feature Intersected LITTLE STILLWATER CREEK Division 04 County 103 Location 2.3 MI N LOGAN CO. Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.498 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 1980 ADT Total 540 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 39.498 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB AG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 31.568 Deck Width 41.499 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 864 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19702 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft. X 7ft. X 39.5ft. R.C. BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5206 0228 X H Index 92.0108 Latitude 36:11:51.23 Longitude -97:22:18.19 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19702 Vault Link http://plansrv1/bridgemaintvault/b19702 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.19756389 Longitude DD -97.37171944 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20131 x -10839370.2257263 y 4327840.02121813
19701	7504 0040 X	19701	Washita	U.S. 183	CREEK	7504 0040 X	3-8ft.X5ft.X84ft. RDY. R.C.B., SK. 30 DEG. R.F.	1980	35.12251667	-99.06047778	30.84	86	—	3	30	2	84	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2300	2022	5	Unmatched
Raw data OBJECTID 20130 BRKEY 19701 NBI No. 19701 On Under 1 Structure No. 7504 0040 X Control No. 004 Lane Ind. Milepoint 00400 Facility Carried U.S. 183 Feature Intersected CREEK Division 05 County 149 Location 0.4 MI N KIOWA C/L Sufficiency 94.2 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 84.003 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 1980 ADT Total 2300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 84 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 30.84 Deck Width 86 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.203 HS Inv. Rating Method 1 HS Inv. Method 34.172 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3680 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19701 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-8ft.X5ft.X84ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7504 0040 X H Index 97.36 Latitude 35:07:21.06 Longitude -99:03:37.72 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19701 Vault Link http://plansrv1/bridgemaintvault/b19701 GIS FO/SD Meets Standards H Inv. Method 19.18 Latitude DD 35.12251667 Longitude DD -99.06047778 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20130 x -11027361.944208 y 4180543.15969886
19605	6902 1278 X	19605	Stephens	U.S. 81	CLARIDY CREEK	6902 1278 X	45ft.-50ft.-45ft. PRESTRESSED CONC. BM. SPANS SK 20 DEG.	1979	34.47080278	-97.97150278	142.999	49.701	—	3	20	2	46.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	74.1	Fair (5)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	7800	2022	5	Unmatched
Raw data OBJECTID 20124 BRKEY 19605 NBI No. 19605 On Under 1 Structure No. 6902 1278 X Control No. 002 Lane Ind. Milepoint 12780 Facility Carried U.S. 81 Feature Intersected CLARIDY CREEK Division 07 County 137 Location 5.9 MI N JCT SH-53 Sufficiency 74.1 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 46.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1979 ADT Total 7800 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 46.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 142.999 Deck Width 49.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 8 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41.8 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12480 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19605 ODOT County 69 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 5 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-50ft.-45ft. PRESTRESSED CONC. BM. SPANS SK 20 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6902 1278 X H Index 98.974 Latitude 34:28:14.89 Longitude -97:58:17.41 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 7 NBI Text 19605 Vault Link http://plansrv1/bridgemaintvault/b19605 GIS FO/SD Meets Standards H Inv. Method 19.6 Latitude DD 34.47080278 Longitude DD -97.97150278 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20124 x -10906137.8017214 y 4092195.89336697
19604	3302 1216 X	19604	Jackson	U.S. 62	HORSE BRANCH CREEK	3302 1216 X	50ft.-45ft.-50ft. P/S CONC. BEAM SPANS	1979	34.63767778	-99.46241944	145	45.699	—	3	0	2	42.7	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.7	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2200	2022	5	Unmatched
Raw data OBJECTID 20123 BRKEY 19604 NBI No. 19604 On Under 1 Structure No. 3302 1216 X Control No. 002 Lane Ind. Milepoint 12160 Facility Carried U.S. 62 Feature Intersected HORSE BRANCH CREEK Division 05 County 065 Location 6.2 MI E JCT S.H. 34 Sufficiency 85.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.7 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 1979 ADT Total 2200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.7 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 145 Deck Width 45.699 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19604 ODOT County 33 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-45ft.-50ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3302 1216 X H Index 75.0424 Latitude 34:38:15.64 Longitude -99:27:44.71 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 -1 NBI Text 19604 Vault Link http://plansrv1/bridgemaintvault/b19604 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 34.63767778 Longitude DD -99.46241944 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20123 x -11072105.8851278 y 4114751.3656509
19513	5507 0570NX	19513	Oklahoma	I-44 W.B.	NW EXPWY/ CREEK/ ST. UND	5507 0570NX	6 CONT. PLATE GIRDER SPANS W/ 37 P.C. BEAM SPANS	1978	35.52154167	-97.54276944	2935	55	—	6	0	3	52	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.2	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	44050	2022	5	Unmatched
Raw data OBJECTID 20122 BRKEY 19513 NBI No. 19513 On Under 1 Structure No. 5507 0570NX Control No. 007 Lane Ind. N Milepoint 05700 Facility Carried I-44 W.B. Feature Intersected NW EXPWY/ CREEK/ ST. UND Division 04 County 109 Location 5.6N OF I-40(BELLE ISLE Sufficiency 80.2 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 52 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 1978 ADT Total 44050 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 52 Ref. Underclearance Rt. H Underclearance Right 1.001 Underclearance Left 1.099 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 52 Span Type Main M Material 4 - Steel Continuous Design 02 Length 2935 Deck Width 55 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.3 HS Inv. Rating Method 1 HS Inv. Method 34.4 H Operating Rating 1 H Inv. Rating Method 2 Future ADT 70480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1601 Max Measured Clearance 2105 Min Measured Clearance 1602 NBI Rating 19513 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 6 CONT. PLATE GIRDER SPANS W/ 37 P.C. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5507 0570NX H Index 95.3373 Latitude 35:31:17.55 Longitude -97:32:33.97 I257A 1 I257B 0 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19513 Vault Link http://plansrv1/bridgemaintvault/b19513 GIS FO/SD FO H Inv. Method 19.1 Latitude DD 35.52154167 Longitude DD -97.54276944 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20122 x -10858411.4246265 y 4234984.39493893
19512	5150 0175 X	19512	Muskogee	S.H. 104	ARKANSAS RIVER	5150 0175 X	22-100ft. PRESTRESSED	1978	35.82113333	-95.64523056	2178	34	—	22	0	2	32	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Fair (5)	Good (7)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	770	2022	5	Unmatched
Raw data OBJECTID 20121 BRKEY 19512 NBI No. 19512 On Under 1 Structure No. 5150 0175 X Control No. 050 Lane Ind. Milepoint 01750 Facility Carried S.H. 104 Feature Intersected ARKANSAS RIVER Division 01 County 101 Location 2 MI E JCT US 64 Sufficiency 86.9 Kind Hwy 3 Level Service 1 Route No. 00104 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 32 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1978 ADT Total 770 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 22 Road Width 32 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 2178 Deck Width 34 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 81 HS Inv. Rating Method 1 HS Inv. Method 41 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1232 Future ADT Year 2042 Bypass Detour 16.155651 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19512 ODOT County 51 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 22-100ft. PRESTRESSED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5150 0175 X H Index 96.9092 Latitude 35:49:16.08 Longitude -95:38:42.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 104 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19512 Vault Link http://plansrv1/bridgemaintvault/b19512 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.82113333 Longitude DD -95.64523056 ODOT County Number 51 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20121 x -10647178.3627444 y 4276037.42344551
19511	7220 0031EX	19511	Tulsa	S.H. 51	ARKANSAS RIVER	7220 0031EX	25-83ft. PRESTRESSED C	1978	36.122617	-96.116056	2077	46	—	25	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.9	Fair (5)	Good (7)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	14650	2022	5	Unmatched
Raw data OBJECTID 20120 BRKEY 19511 NBI No. 19511 On Under 1 Structure No. 7220 0031EX Control No. 020 Lane Ind. E Milepoint 00310 Facility Carried S.H. 51 Feature Intersected ARKANSAS RIVER Division 08 County 143 Location 0.3 MI N JCT S.H.97 Sufficiency 88.9 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 5 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 14 - Other Principal Arterial (Urban) Year Built 1978 ADT Total 14650 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 25 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 38 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 2077 Deck Width 46 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 76 HS Inv. Rating Method 1 HS Inv. Method 36.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19511 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 8 Description 25-83ft. PRESTRESSED C Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7220 0031EX H Index 95.0304 Latitude 36:07:21.42 Longitude -96:06:57.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19511 Vault Link http://plansrv1/bridgemaintvault/b19511 GIS FO/SD Meets Standards H Inv. Method 26.6 Latitude DD 36.122617 Longitude DD -96.116056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 20120 x -10699590.4109778 y 4317506.42532801
19510	3204 0056 X	19510	Hughes	U.S. 75	S. CAN.RIV. & CO.RD. UND	3204 0056 X	60ft.,11-100ft.,60ft. PRES	1978	34.977508	-96.243633	1261	49	—	13	0	2	47	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83.8	Fair (5)	Satisfactory (6)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 20119 BRKEY 19510 NBI No. 19510 On Under 1 Structure No. 3204 0056 X Control No. 004 Lane Ind. Milepoint 00560 Facility Carried U.S. 75 Feature Intersected S. CAN.RIV. & CO.RD. UND Division 03 County 063 Location 0.6 MI N JCT US270 Sufficiency 83.8 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 6 Vertical Clearance N Horizontal Clearance 47 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1978 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 13 Road Width 47 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 44 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1261 Deck Width 49 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 14.291537 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19510 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 60ft.,11-100ft.,60ft. PRES Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 0056 X H Index 96.0674 Latitude 34:58:39.03 Longitude -96:14:37.08 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19510 Vault Link http://plansrv1/bridgemaintvault/b19510 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.977508 Longitude DD -96.243633 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 20119 x -10713792.2176547 y 4160824.99103586
19509	3704 0680WX	19509	Kingfisher	U.S. 81	CIMARRON RIVER	3704 0680WX	10-100ft. PRESTRESSED	1978	35.95129722	-97.91480556	1001	42	—	10	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	2500	2022	5	Unmatched
Raw data OBJECTID 20118 BRKEY 19509 NBI No. 19509 On Under 1 Structure No. 3704 0680WX Control No. 004 Lane Ind. W Milepoint 06800 Facility Carried U.S. 81 Feature Intersected CIMARRON RIVER Division 04 County 073 Location 6.9 MI N JCT SH 33 Sufficiency 85 Kind Hwy 2 Level Service 1 Route No. 00081 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1978 ADT Total 2500 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 1001 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 5 Sub Rating 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 83 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19509 ODOT County 37 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 10-100ft. PRESTRESSED Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3704 0680WX H Index 73.4474 Latitude 35:57:04.67 Longitude -97:54:53.3 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 81 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 19509 Vault Link http://plansrv1/bridgemaintvault/b19509 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.95129722 Longitude DD -97.91480556 ODOT County Number 37 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20118 x -10899826.2960616 y 4293922.01229444
19798	0302 1083WX	19798	Atoka	U.S. 69	FRONTERHOUSE CREEK	0302 1083WX	(3) 55ft. PC BEAM	1980	34.30083333	-96.18562222	165.026	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8850	2022	5	Unmatched
Raw data OBJECTID 20116 BRKEY 19798 NBI No. 19798 On Under 1 Structure No. 0302 1083WX Control No. 002 Lane Ind. W Milepoint 10830 Facility Carried U.S. 69 Feature Intersected FRONTERHOUSE CREEK Division 02 County 005 Location 10.83 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1980 ADT Total 8850 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165.026 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.2 HS Inv. Rating Method 1 HS Inv. Method 46.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14160 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19798 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 55ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 1083WX H Index 99.889 Latitude 34:18:03 Longitude -96:11:08.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 14 NBI Text 19798 Vault Link http://plansrv1/bridgemaintvault/b19798 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 34.30083333 Longitude DD -96.18562222 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20116 x -10707334.4871646 y 4069268.47735168
19797	0302 0634WX	19797	Atoka	U.S. 69	CANEY CREEK	0302 0634WX	(3) 55ft. PC BEAM	1980	34.24263889	-96.21889444	165	43.701	—	3	0	2	40.699	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8200	2022	5	Unmatched
Raw data OBJECTID 20115 BRKEY 19797 NBI No. 19797 On Under 1 Structure No. 0302 0634WX Control No. 002 Lane Ind. W Milepoint 06340 Facility Carried U.S. 69 Feature Intersected CANEY CREEK Division 02 County 005 Location 6.34 N BRYAN C/L Sufficiency 92.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40.699 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1980 ADT Total 8200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 40.699 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 165 Deck Width 43.701 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79.2 HS Inv. Rating Method 1 HS Inv. Method 46.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19797 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 55ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0302 0634WX H Index 99.5619 Latitude 34:14:33.5 Longitude -96:13:08.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 04 NBI Text 19797 Vault Link http://plansrv1/bridgemaintvault/b19797 GIS FO/SD Meets Standards H Inv. Method 33.9 Latitude DD 34.24263889 Longitude DD -96.21889444 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20115 x -10711038.3337525 y 4061429.2194931
19795	4706 1084NX	19795	Major	U.S. 60	INDIAN CREEK	4706 1084NX	3-50ft. Open Steel Girder Spans	1980	36.391381	-98.246889	151	49.6	—	3	30	3	47.4	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 20113 BRKEY 19795 NBI No. 19795 On Under 1 Structure No. 4706 1084NX Control No. 006 Lane Ind. N Milepoint 10840 Facility Carried U.S. 60 Feature Intersected INDIAN CREEK Division 06 County 093 Location 100' E OF SH 58 Sufficiency 99 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 47.4 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 1980 ADT Total 3200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 47.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 36 Span Type Main M Material 3 - Steel Design 02 Length 151 Deck Width 49.6 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 50.4 HS Inv. Rating Method 3 HS Inv. Method 38.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 5120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 19795 ODOT County 47 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 0 DK Protect. 8 DK Surf. Type 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. Open Steel Girder Spans Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4706 1084NX H Index 94.8305 Latitude 36:23:28.97 Longitude -98:14:48.8 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60 W.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 19795 Vault Link http://plansrv1/bridgemaintvault/b19795 GIS FO/SD Meets Standards H Inv. Method 38.8 Latitude DD 36.391381 Longitude DD -98.246889 ODOT County Number 47 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 20113 x -10936793.6555033 y 4354609.29468149
19794	5507 0675NXR	19794	Oklahoma	I-44 RAMP E	DEEP FORK CREEK	5507 0675NXR	46ft.-55ft.-46ft. CONT. I-BM. SPANS SK. 60 DEG.	1980	35.527569	-97.52815	153.301	23.002	—	3	30	1	20	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.4	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35000	2022	5	Unmatched
Raw data OBJECTID 20112 BRKEY 19794 NBI No. 19794 On Under 1 Structure No. 5507 0675NXR Control No. 007 Lane Ind. N Milepoint 06750 Facility Carried I-44 RAMP E Feature Intersected DEEP FORK CREEK Division 04 County 109 Location 6.7 MI N OF I-40 Sufficiency 82.4 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1980 ADT Total 35000 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 20 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 4 - Steel Continuous Design 02 Length 153.301 Deck Width 23.002 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 56000 Future ADT Year 2042 Bypass Detour 9.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 19794 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 46ft.-55ft.-46ft. CONT. I-BM. SPANS SK. 60 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5507 0675NXR H Index 90.1146 Latitude 35:31:39.25 Longitude -97:31:41.34 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID NBI Text 19794 Vault Link http://plansrv1/bridgemaintvault/b19794 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.527569 Longitude DD -97.52815 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 20112 x -10856783.99601 y 4235808.80440734
19603	7287 0070SX	19603	Tulsa	GILCREASE EXPWY	49 AVE. UNDER	7287 0070SX	30ft.,66ft.,32ft. IBM SPAN	1979	36.08885	-96.04722778	129.921	40.354	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	2517	2022	5	Unmatched
Raw data OBJECTID 20105 BRKEY 19603 NBI No. 19603 On Under 1 Structure No. 7287 0070SX Control No. 087 Lane Ind. S Milepoint 00700 Facility Carried GILCREASE EXPWY Feature Intersected 49 AVE. UNDER Division 08 County 143 Location 0.7 MI W JCT I-44 Sufficiency 99 Kind Hwy 3 Level Service 1 Route No. 00012 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1979 ADT Total 2517 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 18.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 129.921 Deck Width 40.354 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 65.5 HS Inv. Rating Method 1 HS Inv. Method 39.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4027 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1800 Min Measured Clearance 1700 NBI Rating 19603 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.,66ft.,32ft. IBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7287 0070SX H Index 78.5155 Latitude 36:05:19.86 Longitude -96:02:50.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name 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 -1 NBI Text 19603 Vault Link http://plansrv1/bridgemaintvault/b19603 GIS FO/SD Meets Standards H Inv. Method 25.1 Latitude DD 36.08885 Longitude DD -96.04722778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20105 x -10691928.4885752 y 4312853.89221487
19602	7287 0070NX	19602	Tulsa	GILCREASE EXPWY	49 AVE. UNDER	7287 0070NX	30ft.,66ft.,32ft. IBM SPAN	1979	36.089142	-96.047225	129.921	47.999	—	3	0	2	43.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	2517	2022	5	Unmatched
Raw data OBJECTID 20104 BRKEY 19602 NBI No. 19602 On Under 1 Structure No. 7287 0070NX Control No. 087 Lane Ind. N Milepoint 00700 Facility Carried GILCREASE EXPWY Feature Intersected 49 AVE. UNDER Division 08 County 143 Location 0.7 MI W JCT I-44 Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00012 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1979 ADT Total 2517 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 43.999 Ref. Underclearance Rt. H Underclearance Right 18.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 35.997 Span Type Main M Material 3 - Steel Design 02 Length 129.921 Deck Width 47.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66 HS Inv. Rating Method 1 HS Inv. Method 39 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4027 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1505 Min Measured Clearance 1501 NBI Rating 19602 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.,66ft.,32ft. IBM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7287 0070NX H Index 90.8398 Latitude 36:05:20.91 Longitude -96:02:50.01 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name 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 -1 NBI Text 19602 Vault Link http://plansrv1/bridgemaintvault/b19602 GIS FO/SD Meets Standards H Inv. Method 25 Latitude DD 36.089142 Longitude DD -96.047225 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 20104 x -10691928.179107 y 4312894.11640683
19600	0319 0876 X	19600	Atoka	S.H. 131	FIVE MILE CREEK	0319 0950 X	(3) 40ft. PC BEAM	1979	34.66611667	-95.95925556	122.001	35	—	3	0	2	32.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.1	Fair (5)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	960	2022	5	Unmatched
Raw data OBJECTID 20102 BRKEY 19600 NBI No. 19600 On Under 1 Structure No. 0319 0876 X Control No. 019 Lane Ind. Milepoint 08760 Facility Carried S.H. 131 Feature Intersected FIVE MILE CREEK Division 02 County 005 Location 9.50 E COAL C/L Sufficiency 86.1 Kind Hwy 3 Level Service 1 Route No. 00131 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1979 ADT Total 960 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 122.001 Deck Width 35 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 39.8 HS Inv. Rating Method 1 HS Inv. Method 23.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1536 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19600 ODOT County 03 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 40ft. PC BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0319 0950 X H Index 88.967 Latitude 34:39:58.02 Longitude -95:57:33.32 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 131 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 83 NBI Text 19600 Vault Link http://plansrv1/bridgemaintvault/b19600 GIS FO/SD Meets Standards H Inv. Method 18.8 Latitude DD 34.66611667 Longitude DD -95.95925556 ODOT County Number 3 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 20102 x -10682135.4658408 y 4118599.79665165
19508	7209 0011 X	19508	Tulsa	GILCREASE DR. WB	I-244/ R.R. UNDER	7209 0011 X	11 PLT GRDR SPANS	1978	36.089275	-96.03907778	896.982	35.761	—	11	56	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	3200	2022	5	Unmatched
Raw data OBJECTID 20099 BRKEY 19508 NBI No. 19508 On Under 1 Structure No. 7209 0011 X Control No. Lane Ind. Milepoint Facility Carried GILCREASE DR. WB Feature Intersected I-244/ R.R. UNDER Division 08 County 143 Location 0.1 N OF I-44 JCT. Sufficiency 95 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 32.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1978 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 56 No. Main Spans 11 Road Width 32.001 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 12.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 32.001 Span Type Main M Material 3 - Steel Design 02 Length 896.982 Deck Width 35.761 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 48.6 HS Inv. Rating Method 1 HS Inv. Method 35.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2305 Max Measured Clearance 1703 Min Measured Clearance 1602 NBI Rating 19508 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 11 PLT GRDR SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0011 X H Index 93.9518 Latitude 36:05:21.39 Longitude -96:02:20.68 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name GILCREASE DR. WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19508 Vault Link http://plansrv1/bridgemaintvault/b19508 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 36.089275 Longitude DD -96.03907778 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20099 x -10691021.2347252 y 4312912.43774928
19507	7209 0005 X	19507	Tulsa	GILCREASE DR. EB	I-244/ R.R. UNDER	7209 0005 X	11 PLT GRDR SPANS	1978	36.08855833	-96.03950278	976.05	36.089	—	11	40	1	33.136	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.5	Fair (5)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	A	3200	2022	5	Unmatched
Raw data OBJECTID 20098 BRKEY 19507 NBI No. 19507 On Under 1 Structure No. 7209 0005 X Control No. Lane Ind. Milepoint Facility Carried GILCREASE DR. EB Feature Intersected I-244/ R.R. UNDER Division 08 County 143 Location 0.05 MI N I-44 JCT. Sufficiency 80.5 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 4 Vertical Clearance Y Horizontal Clearance 32.808 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 17 - Collector (Urban) Year Built 1978 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 40 No. Main Spans 11 Road Width 33.136 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 12.001 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 33.136 Span Type Main M Material 3 - Steel Design 02 Length 976.05 Deck Width 36.089 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 36.5 HS Inv. Rating Method 1 HS Inv. Method 21.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 2010 Max Measured Clearance 1605 Min Measured Clearance 1601 NBI Rating 19507 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 11 PLT GRDR SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 0005 X H Index 98.8024 Latitude 36:05:18.81 Longitude -96:02:22.21 I257A 1 I257B 0 I257C 0 I257D 0 I257E 0 I263 2 Roadway Name GILCREASE DR. EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19507 Vault Link http://plansrv1/bridgemaintvault/b19507 GIS FO/SD Meets Standards H Inv. Method 15.9 Latitude DD 36.08855833 Longitude DD -96.03950278 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 20098 x -10691068.5455088 y 4312813.71363093
19504	7293 0075WX	19504	Tulsa	U.S. 75 SB	A.T. & S.F. R.R. UNDER	7293 0075WX	90ft.-143ft.-83ft. CONT. P	1978	36.170422	-95.980272	323.163	51.699	—	3	47	3	48.701	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.6	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	19800	2022	5	Unmatched
Raw data OBJECTID 20095 BRKEY 19504 NBI No. 19504 On Under 1 Structure No. 7293 0075WX Control No. 093 Lane Ind. W Milepoint 00750 Facility Carried U.S. 75 SB Feature Intersected A.T. & S.F. R.R. UNDER Division 08 County 143 Location 0.7 MI N JCT I-244 Sufficiency 91.6 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 48.701 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 19800 ADT Year 2022 Design Load HS 20 Skew 47 No. Main Spans 3 Road Width 48.701 Ref. Underclearance Rt. R Underclearance Right 11.001 Underclearance Left 15 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 323.163 Deck Width 51.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 58 HS Inv. Rating Method 1 HS Inv. Method 34.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 31680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19504 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 90ft.-143ft.-83ft. CONT. P Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0075WX H Index 92.8522 Latitude 36:10:13.52 Longitude -95:58:48.98 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19504 Vault Link http://plansrv1/bridgemaintvault/b19504 GIS FO/SD Meets Standards H Inv. Method 19.3 Latitude DD 36.170422 Longitude DD -95.980272 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 20095 x -10684475.0052399 y 4324096.58571763
19503	7293 0075EX	19503	Tulsa	U.S. 75 NB	A.T. & S.F. R.R. UNDER	7293 0075EX	95ft.-143ft.-95ft. CONT. P	1978	36.170892	-95.979781	323.163	51.699	—	3	47	3	48.701	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.3	Fair (5)	Fair (5)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	20000	2022	5	Unmatched
Raw data OBJECTID 20094 BRKEY 19503 NBI No. 19503 On Under 1 Structure No. 7293 0075EX Control No. 093 Lane Ind. E Milepoint 00750 Facility Carried U.S. 75 NB Feature Intersected A.T. & S.F. R.R. UNDER Division 08 County 143 Location 0.7 MI N JCT I-244 Sufficiency 77.3 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 2 Vertical Clearance _ Horizontal Clearance 48.701 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1978 ADT Total 20000 ADT Year 2022 Design Load HS 20 Skew 47 No. Main Spans 3 Road Width 48.701 Ref. Underclearance Rt. R Underclearance Right 11.001 Underclearance Left 15 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 323.163 Deck Width 51.699 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.5 HS Inv. Rating Method 1 HS Inv. Method 31.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 32000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 19503 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 95ft.-143ft.-95ft. CONT. P Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7293 0075EX H Index 90.6672 Latitude 36:10:15.21 Longitude -95:58:47.21 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 75 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 19503 Vault Link http://plansrv1/bridgemaintvault/b19503 GIS FO/SD Meets Standards H Inv. Method 17.5 Latitude DD 36.170892 Longitude DD -95.979781 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 20094 x -10684420.3473699 y 4324161.39753457