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
27636	1244 0557 X	27636	—	U.S. 70	KIAMICHI RIVER	1244F0557 X	9 SPANS X 118ft. BULB TEE X 84ft. CLR RDWY	2009	34.00702778	-95.381325	948	86	—	8	0	4	84	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	6700	2022	5	Unmatched
Raw data OBJECTID 27232 BRKEY 27636 NBI No. 27636 On Under 1 Structure No. 1244 0557 X Control No. 044 Lane Ind. Milepoint 05570 Facility Carried U.S. 70 Feature Intersected KIAMICHI RIVER Division 02 County 023 Location 5.5 MI. E. OF HUGO Sufficiency 81.5 Kind Hwy 2 Level Service 1 Route No. 00070 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 84 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 2009 ADT Total 6700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 8 Road Width 84 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 84 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 948 Deck Width 86 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 3 HS Operating Rating 73 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10720 Future ADT Year 2042 Bypass Detour 90.099771 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 27636 ODOT County 12 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 9 SPANS X 118ft. BULB TEE X 84ft. CLR RDWY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1244F0557 X H Index 99.5027 Latitude 34:00:25.3 Longitude -95:22:52.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 70 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 059 NBI Text 27636 Vault Link http://plansrv1/bridgemaintvault/b27636 GIS FO/SD Meets Standards H Inv. Method 39 Latitude DD 34.00702778 Longitude DD -95.381325 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27232 x -10617800.5301877 y 4029745.72432515
27452	6347R1570 X	27452	—	S.H. 102	CREEK	6347 1570 X	2-7ft. X 60ft. AND 1-5ft. X 70ft. CGMPft.S	2003	35.20435833	-97.05360278	25	0	—	3	0	2	0	3 - Steel	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1300	2008	5	Unmatched
Raw data OBJECTID 27225 BRKEY 27452 NBI No. 27452 On Under 1 Structure No. 6347R1570 X Control No. 047 Lane Ind. Milepoint 15700 Facility Carried S.H. 102 Feature Intersected CREEK Division 03 County 125 Location 3.9 MI S OF SH9 JCT Sufficiency 99.6 Kind Hwy 3 Level Service 1 Route No. 00102 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 1300 ADT Year 2008 Design Load H 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 4 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 19 Length 25 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2028 Bypass Detour 3.99999 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 27452 ODOT County 63 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-7ft. X 60ft. AND 1-5ft. X 70ft. CGMPft.S Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6347 1570 X H Index 100 Latitude 35:12:15.69 Longitude -97:03:12.97 I257A _ I257B _ I257C _ I257D 0 I257E 0 I263 0 Roadway Name S.H. 102 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27452 Vault Link http://plansrv1/bridgemaintvault/b27452 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.20435833 Longitude DD -97.05360278 ODOT County Number 63 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27225 x -10803957.6411222 y 4191687.42065368
27448	3818 1006 X	27448	—	S.H. 44	CREEK	3818F1006 X	3-14ft. X 9ft. X 86ft. RDY. R.C.B.	2006	34.98549722	-99.23961944	43.701	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.5	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 27221 BRKEY 27448 NBI No. 27448 On Under 1 Structure No. 3818 1006 X Control No. 018 Lane Ind. Milepoint 10060 Facility Carried S.H. 44 Feature Intersected CREEK Division 05 County 075 Location 0.3 S JCT S.H. 44/S.H. 9 Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 86.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2006 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 43.701 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 6 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1760 Future ADT Year 2042 Bypass Detour 17.999955 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 27448 ODOT County 38 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 3-14ft. X 9ft. X 86ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3818F1006 X H Index 67 Latitude 34:59:07.79 Longitude -99:14:22.63 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27448 Vault Link http://plansrv1/bridgemaintvault/b27448 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.98549722 Longitude DD -99.23961944 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27221 x -11047303.902579 y 4161910.44880656
27447	3818 0810 X	27447	—	S.H. 44	TEPEE CREEK	3818F0810 X	4-14ft. X 8ft. X 86ft. RDY. R.C.B.	2006	34.95906944	-99.25138611	58.501	0	—	4	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1100	2022	5	Unmatched
Raw data OBJECTID 27220 BRKEY 27447 NBI No. 27447 On Under 1 Structure No. 3818 0810 X Control No. 018 Lane Ind. Milepoint 08100 Facility Carried S.H. 44 Feature Intersected TEPEE CREEK Division 05 County 075 Location 2.1 S JCT S.H. 9/S.H. 44 Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 86.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2006 ADT Total 1100 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 58.501 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 1760 Future ADT Year 2042 Bypass Detour 17.999955 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 27447 ODOT County 38 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-14ft. X 8ft. X 86ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3818F0810 X H Index 67 Latitude 34:57:32.65 Longitude -99:15:04.99 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 27447 Vault Link http://plansrv1/bridgemaintvault/b27447 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.95906944 Longitude DD -99.25138611 ODOT County Number 38 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27220 x -11048613.7622918 y 4158320.23467425
27635	1937T3684 X	27635	—	E0670 (81ST ST.)	TURNER TP (I-44) UNDER	1937T3740 X	41ft.-63ft.-63ft.-21ft. I-BEAM SPANS	2003	36.046653	-96.078761	187.999	62.415	—	4	0	4	59.501	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	19 - Local (Urban)	T	2000	2022	5	Unmatched
Raw data OBJECTID 27213 BRKEY 27635 NBI No. 27635 On Under 1 Structure No. 1937T3684 X Control No. Lane Ind. Milepoint Facility Carried E0670 (81ST ST.) Feature Intersected TURNER TP (I-44) UNDER Division 08 County 037 Location 84.4 MI E OF I-35 Sufficiency 95.7 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 59.501 Bridge System T Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 19 - Local (Urban) Year Built 2003 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 59.501 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 57.999 Span Type Main M Material 3 - Steel Design 02 Length 187.999 Deck Width 62.415 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 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 46 HS Inv. Rating Method 3 HS Inv. Method 36 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3600 Future ADT Year 2042 Bypass Detour 8.09998 School Bus Rte. 1 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1504 Max Measured Clearance 2003 Min Measured Clearance 1604 NBI Rating 27635 ODOT County 19 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 41ft.-63ft.-63ft.-21ft. I-BEAM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1937T3740 X H Index 90.9449 Latitude 36:02:47.95 Longitude -96:04:43.54 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name E0670 (81ST ST.) Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 84.40 NBI Text 27635 Vault Link http://plansrv1/bridgemaintvault/b27635 GIS FO/SD Meets Standards H Inv. Method 35 Latitude DD 36.046653 Longitude DD -96.078761 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 7 Rural/Urban Urban ARC_ID_NUM 27213 x -10695438.7505686 y 4307042.65316536
27632	7280 1350SXR	27632	—	E.71ST ST.	CREEK	7280 1350SXR	3-10ft.X 4ft.X 373ft. R.C.BOX W/ APRONS	1981	36.06037222	-95.77306389	32.999	0	—	3	0	6	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	20000	2022	5	Unmatched
Raw data OBJECTID 27210 BRKEY 27632 NBI No. 27632 On Under 1 Structure No. 7280 1350SXR Control No. 080 Lane Ind. S Milepoint 13500 Facility Carried E.71ST ST. Feature Intersected CREEK Division 08 County 143 Location 5.5 MI E US-169 Sufficiency 84.3 Kind Hwy 5 Level Service 7 Route No. 00051 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 71.998 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 1981 ADT Total 20000 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 6 Fill RCB FG Appr. Roadway Width 71.998 Span Type Main M Material 1 - Concrete Design 19 Length 32.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 3 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 7 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 32000 Future ADT Year 2042 Bypass Detour 0.399999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27632 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 4ft.X 373ft. R.C.BOX W/ APRONS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7280 1350SXR H Index 96.4908 Latitude 36:03:37.34 Longitude -95:46:23.03 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name 71 ST Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 27632 Vault Link http://plansrv1/bridgemaintvault/b27632 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.06037222 Longitude DD -95.77306389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 27210 x -10661408.7039465 y 4308931.6793493
27539	7281 0053 X	27539	—	U.S. 169	E. 11TH ST. UNDER	7281F0053 X	2-110ft. TYPE IV PCB SPANS W/69ft. CLR.RDY.	2005	36.14769722	-95.86013889	220	152.001	—	2	0	9	148.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.5	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	116300	2022	5	Unmatched
Raw data OBJECTID 27206 BRKEY 27539 NBI No. 27539 On Under 1 Structure No. 7281 0053 X Control No. 081 Lane Ind. Milepoint 00530 Facility Carried U.S. 169 Feature Intersected E. 11TH ST. UNDER Division 08 County 143 Location 0.7 MI. N. JCT. I-44 Sufficiency 89.5 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 68.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2005 ADT Total 116300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 148.999 Ref. Underclearance Rt. H Underclearance Right 12.001 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 9 Fill RCB Appr. Roadway Width 68.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220 Deck Width 152.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 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 3 HS Operating Rating 64.6 HS Inv. Rating Method 3 HS Inv. Method 45.8 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 186080 Future ADT Year 2042 Bypass Detour 1.199997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1703 Max Measured Clearance 1707 Min Measured Clearance 1703 NBI Rating 27539 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-110ft. TYPE IV PCB SPANS W/69ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281F0053 X H Index 99.4504 Latitude 36:08:51.71 Longitude -95:51:36.5 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27539 Vault Link http://plansrv1/bridgemaintvault/b27539 GIS FO/SD Meets Standards H Inv. Method 45.7 Latitude DD 36.14769722 Longitude DD -95.86013889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27206 x -10671101.8486073 y 4320963.35931961
27538	7281 0104 X	27538	—	U.S. 169	E. 4TH PLACE UNDER	7281F0104 X	43ft. X 54ft. X 43ft. TYPE II PCB SPANS W/ 69ft. CLR.RDY.	2005	36.15506389	-95.86041944	140	147.999	—	3	0	8	145	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	116300	2022	5	Unmatched
Raw data OBJECTID 27205 BRKEY 27538 NBI No. 27538 On Under 1 Structure No. 7281 0104 X Control No. 081 Lane Ind. Milepoint 01040 Facility Carried U.S. 169 Feature Intersected E. 4TH PLACE UNDER Division 08 County 143 Location 1.2 MI. N. JCT. I-44 Sufficiency 84 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 68.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2005 ADT Total 116300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 145 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 68.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 140 Deck Width 147.999 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 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 5 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 66.7 HS Inv. Rating Method 3 HS Inv. Method 46.6 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 186080 Future ADT Year 2042 Bypass Detour 1.899995 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign Y Existing Posting 1400 Max Measured Clearance 1407 Min Measured Clearance 1404 NBI Rating 27538 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 43ft. X 54ft. X 43ft. TYPE II PCB SPANS W/ 69ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281F0104 X H Index 99.3759 Latitude 36:09:18.23 Longitude -95:51:37.51 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27538 Vault Link http://plansrv1/bridgemaintvault/b27538 GIS FO/SD Meets Standards H Inv. Method 46.5 Latitude DD 36.15506389 Longitude DD -95.86041944 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27205 x -10671133.0792904 y 4321978.95482204
27537	7281 0142 X	27537	—	U.S. 169	E. ADMIRAL PLACE UNDER	7281F0142 X	2-102ft. TYPE IV PCB SPANS W/ 69ft. CLR.RDY.	2005	36.16040833	-95.86062222	205	168.999	—	2	0	9	166.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	116300	2022	5	Unmatched
Raw data OBJECTID 27204 BRKEY 27537 NBI No. 27537 On Under 1 Structure No. 7281 0142 X Control No. 081 Lane Ind. Milepoint 01420 Facility Carried U.S. 169 Feature Intersected E. ADMIRAL PLACE UNDER Division 08 County 143 Location 1.6 MI. N. JCT. I-44 Sufficiency 87.2 Kind Hwy 2 Level Service 1 Route No. 00169 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 68.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2005 ADT Total 116300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 166.001 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 7.999 Deck Structure Type 1 No. Lanes 9 Fill RCB Appr. Roadway Width 68.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 205 Deck Width 168.999 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 8 Sub Rating 7 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 3 HS Operating Rating 62.6 HS Inv. Rating Method 3 HS Inv. Method 44.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 186080 Future ADT Year 2042 Bypass Detour 1.199997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1702 Min Measured Clearance 1611 NBI Rating 27537 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-102ft. TYPE IV PCB SPANS W/ 69ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7281F0142 X H Index 99.6548 Latitude 36:09:37.47 Longitude -95:51:38.24 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 1 Roadway Name U.S. 169 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27537 Vault Link http://plansrv1/bridgemaintvault/b27537 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 36.16040833 Longitude DD -95.86062222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27204 x -10671155.6526568 y 4322715.81817601
27628	6914 0141 X	27628	—	S.H. 53	SPRING BRANCH CREEK	6914F0141 X	2-12ft. X 12ft. X 128ft. RCB	2005	34.362125	-98.11448333	25	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 27188 BRKEY 27628 NBI No. 27628 On Under 1 Structure No. 6914 0141 X Control No. 014 Lane Ind. Milepoint 01410 Facility Carried S.H. 53 Feature Intersected SPRING BRANCH CREEK Division 07 County 137 Location 1.4E OF COTTON C/L Sufficiency 99.2 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2005 ADT Total 1300 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 15 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 25 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 43.1 HS Inv. Rating Method 3 HS Inv. Method 36.046 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 2080 Future ADT Year 2042 Bypass Detour 8 School Bus Rte. 2 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 27628 ODOT County 69 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft. X 12ft. X 128ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6914F0141 X H Index 100 Latitude 34:21:43.65 Longitude -98:06:52.14 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 53 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27 NBI Text 27628 Vault Link http://plansrv1/bridgemaintvault/b27628 GIS FO/SD Meets Standards H Inv. Method 36.046 Latitude DD 34.362125 Longitude DD -98.11448333 ODOT County Number 69 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27188 x -10922054.3237407 y 4077530.8322117
27627	1014 0333 X	27627	—	S.H. 53	WALNUT CREEK	1014F0333 X	(3) 50ft. PC BEAM SPANS SKEWED 45°	2005	34.303525	-97.50871111	155.299	42.201	—	3	45	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	98.1	Good (7)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	550	2022	4	Unmatched
Raw data OBJECTID 27187 BRKEY 27627 NBI No. 27627 On Under 1 Structure No. 1014 0333 X Control No. 014 Lane Ind. Milepoint 03330 Facility Carried S.H. 53 Feature Intersected WALNUT CREEK Division 07 County 019 Location 3.3 MI E STEPHENS C/L Sufficiency 98.1 Kind Hwy 3 Level Service 1 Route No. 00053 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 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 2005 ADT Total 550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 45 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 155.299 Deck Width 42.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 8 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 56.4 HS Inv. Rating Method 1 HS Inv. Method 33.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 880 Future ADT Year 2042 Bypass Detour 26.100001 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 27627 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 50ft. PC BEAM SPANS SKEWED 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1014F0333 X H Index 99.5639 Latitude 34:18:12.69 Longitude -97:30:31.36 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 53 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 034 NBI Text 27627 Vault Link http://plansrv1/bridgemaintvault/b27627 GIS FO/SD Meets Standards H Inv. Method 26.4 Latitude DD 34.303525 Longitude DD -97.50871111 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27187 x -10854620.0686736 y 4069631.19824121
27626	4317 0808EX	27626	—	I-35	U.S. 77 & BNSF RR UNDER	4317F0808EX	158'-193'-181'-125'. PLATE GIRDER SPANS W/ 60.0ft. CLR.RDY. W/ CONC. PARAPET SKEW 60 DEG RF	2022	33.833333	-97.13	657	63.1	—	4	60	2	60	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80	Very good (8)	Excellent (9)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14200	2022	5	Unmatched
Raw data OBJECTID 27186 BRKEY 27626 NBI No. 27626 On Under 1 Structure No. 4317 0808EX Control No. 017 Lane Ind. E Milepoint 08080 Facility Carried I-35 Feature Intersected U.S. 77 & BNSF RR UNDER Division 07 County 085 Location 8.1N OF TEXAS S/L Sufficiency 80 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 4 Vertical Clearance N Horizontal Clearance 60 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 2022 ADT Total 14200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 60 No. Main Spans 4 Road Width 60 Ref. Underclearance Rt. H Underclearance Right 45.83 Underclearance Left 21.83 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 64 Span Type Main M Material 4 - Steel Continuous Design 02 Length 657 Deck Width 63.1 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 9 Super Rating 9 Sub Rating 8 Chan. Rating N Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.8 HS Inv. Rating Method 3 HS Inv. Method 42.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 22720 Future ADT Year 2042 Bypass Detour 11.6 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27626 ODOT County 43 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 158'-193'-181'-125'. PLATE GIRDER SPANS W/ 60.0ft. CLR.RDY. W/ CONC. PARAPET SKEW 60 DEG RF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317F0808EX H Index -1 Latitude 33:50:00 Longitude -97:07:48 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 107 NBI Text 27626 Vault Link http://plansrv1/bridgemaintvault/b27626 GIS FO/SD Meets Standards H Inv. Method 42.2 Latitude DD 33.833333 Longitude DD -97.13 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27186 x -10812462.1407507 y 4006444.61479295
27625	4317F0808WX	27625	—	I-35	U.S. 77 & BNSF RR UNDER	4317F0808WX	163ft.-193ft.-181ft.-139ft. PL GIRDER., 60ft. CLR RDWY	1901	33.83333333	-97.13	676	-1	—	4	60	-1	-1	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	_	_	-1	_	_	_	_	_	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	14200	2022	5	Unmatched
Raw data OBJECTID 27185 BRKEY 27625 NBI No. 27625 On Under 1 Structure No. 4317F0808WX Control No. 017 Lane Ind. W Milepoint 08080 Facility Carried I-35 Feature Intersected U.S. 77 & BNSF RR UNDER Division 07 County 085 Location 8.1N OF TEXAS S/L Sufficiency -1 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 4 Vertical Clearance _ Horizontal Clearance -1 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 1901 ADT Total 14200 ADT Year 2022 Design Load Other or Unknown Skew 60 No. Main Spans 4 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material 4 - Steel Continuous Design 02 Length 676 Deck Width -1 Bridge Open Closed _ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating _ Super Rating _ Sub Rating _ Chan. Rating _ Culv. Rating _ Structure Rating _ Deck Geometry _ Underclearance _ Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT 22720 Future ADT Year 2042 Bypass Detour 11.557504 School Bus Rte. Posted Weight -1 Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27625 ODOT County 43 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type _ DK Protect. _ DK Surf. Type _ Lft. Curb SW 0 Rt. Curb SW 0 Description 163ft.-193ft.-181ft.-139ft. PL GIRDER., 60ft. CLR RDWY Route Flag P Status Flag F On Off System 1 Frontage Ind. Alt. Structure Name 4317F0808WX H Index -1 Latitude 33:50:00 Longitude -97:07:48 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 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 27625 Vault Link http://plansrv1/bridgemaintvault/b27625 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 33.83333333 Longitude DD -97.13 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27185 x -10812462.1407507 y 4006444.6590173
27440	5515R0748 X	27440	—	I-35 SB TO I-40 EB	MKT & CRI & P RR UNDER	5515R0748 X	<New Structure Unit>	2002	35.46833333	-97.46666667	205.161	26.001	—	3	22	1	-1	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.2	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	-1	2005	5	Unmatched
Raw data OBJECTID 27177 BRKEY 27440 NBI No. 27440 On Under 1 Structure No. 5515R0748 X Control No. 015 Lane Ind. Milepoint 07480 Facility Carried I-35 SB TO I-40 EB Feature Intersected MKT & CRI & P RR UNDER Division 04 County 109 Location N. EDGE FT. SMITH JCT. Sufficiency 84.2 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance -1 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 2002 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 22 No. Main Spans 3 Road Width -1 Ref. Underclearance Rt. R Underclearance Right -1 Underclearance Left -1 Deck Structure Type 1 No. Lanes 1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 205.161 Deck Width 26.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 3 Bridge Posting 5 Waterway Adequacy N Approach Alignment 9 HS Operating Rating Method _ HS Operating Rating 0 HS Inv. Rating Method _ HS Inv. Method 0 H Operating Rating _ H Inv. Rating Method _ Future ADT -1 Future ADT Year 2025 Bypass Detour 6 School Bus Rte. 3 Posted Weight -1 Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2511 Min Measured Clearance 2403 NBI Rating 27440 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description <New Structure Unit> Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 5515R0748 X H Index -1 Latitude 35:28:06 Longitude -97:28:00 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 SB TO I-40 EB Scour ! Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID BR. D NBI Text 27440 Vault Link http://plansrv1/bridgemaintvault/b27440 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.46833333 Longitude DD -97.46666667 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27177 x -10849939.7030221 y 4227709.3186699
27525	5515 0048 X	27525	—	S.E. 82ND ST.	I-35 UNDER	5515 0048 X	2-85ft. CONT. PLATE GIRDER SPANS W/ 50ft. CLR.RDY. & W/ 2-10ft. SIDEWALKS	2004	35.38455	-97.495172	174.167	72.169	—	2	0	4	50	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.1	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)	A	1000	2022	5	Unmatched
Raw data OBJECTID 27156 BRKEY 27525 NBI No. 27525 On Under 1 Structure No. 5515 0048 X Control No. Lane Ind. Milepoint Facility Carried S.E. 82ND ST. Feature Intersected I-35 UNDER Division 04 County 109 Location .5N CLEVELAND CO. Sufficiency 82.1 Kind Hwy 5 Level Service 1 Route No. 00000 Service Type On 5 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 69.501 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 2004 ADT Total 1000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 50 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 4 - Steel Continuous Design 02 Length 174.167 Deck Width 72.169 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 3 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1600 Future ADT Year 2042 Bypass Detour 4 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1704 Min Measured Clearance 1610 NBI Rating 27525 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 10 Rt. Curb SW 10 Description 2-85ft. CONT. PLATE GIRDER SPANS W/ 50ft. CLR.RDY. & W/ 2-10ft. SIDEWALKS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5515 0048 X H Index 92.4217 Latitude 35:23:04.38 Longitude -97:29:42.62 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 1 Roadway Name S.E. 82ND STREET 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 27525 Vault Link http://plansrv1/bridgemaintvault/b27525 GIS FO/SD FO H Inv. Method 24 Latitude DD 35.38455 Longitude DD -97.495172 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27156 x -10853112.9018426 y 4216263.53040831
27524	5568 0030NX	27524	—	I-40 WB AND RAMP	RENO ST.-R.R.-RIVER UND	5568 0030NX	2-75ft. - 4-99ft. - 95ft. - 4-97ft. - 3-72ft. PCB SPANS AND 60ft.-72ft.-60ft. PLATE GIRDER SPANS	2001	35.4672	-97.464489	796	232.943	—	17	27	3	183	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.5	Fair (5)	Satisfactory (6)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	43900	2022	5	Unmatched
Raw data OBJECTID 27155 BRKEY 27524 NBI No. 27524 On Under 1 Structure No. 5568 0030NX Control No. 068 Lane Ind. N Milepoint 00300 Facility Carried I-40 WB AND RAMP Feature Intersected RENO ST.-R.R.-RIVER UND Division 04 County 109 Location E. EDGE FT. SMITH JCT. Sufficiency 82.5 Kind Hwy 1 Level Service 7 Route No. 00040 Service Type On 1 Service Type Off 6 Vertical Clearance Y Horizontal Clearance 56 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 2001 ADT Total 43900 ADT Year 2022 Design Load HS 20 Skew 27 No. Main Spans 17 Road Width 183 Ref. Underclearance Rt. H Underclearance Right 4 Underclearance Left 4 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 183 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 796 Deck Width 232.943 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 70240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1509 Max Measured Clearance 1605 Min Measured Clearance 1601 NBI Rating 27524 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-75ft. - 4-99ft. - 95ft. - 4-97ft. - 3-72ft. PCB SPANS AND 60ft.-72ft.-60ft. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5568 0030NX H Index 96.1656 Latitude 35:28:01.92 Longitude -97:27:52.16 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB AND RAMP Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID BR. N-M NBI Text 27524 Vault Link http://plansrv1/bridgemaintvault/b27524 GIS FO/SD FO H Inv. Method 32 Latitude DD 35.4672 Longitude DD -97.464489 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 27155 x -10849697.2859066 y 4227554.41297239
27686	4104 0212 X	27686	—	U.S. 62	SAND CREEK	4104F0212 X	80ft. PCB SPAN W/ 40ft. CLR.RDY., TR-4	2006	35.50399444	-96.85722778	81.601	41.201	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2800	2022	5	Unmatched
Raw data OBJECTID 27148 BRKEY 27686 NBI No. 27686 On Under 1 Structure No. 4104 0212 X Control No. 004 Lane Ind. Milepoint 02120 Facility Carried U.S. 62 Feature Intersected SAND CREEK Division 03 County 081 Location EAST OF MEEKER Sufficiency 93.7 Kind Hwy 2 Level Service 1 Route No. 00062 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 07 - Major Collector (Rural) Year Built 2006 ADT Total 2800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 81.601 Deck Width 41.201 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 6 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 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4480 Future ADT Year 2042 Bypass Detour 29.799186 School Bus Rte. 0 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27686 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 80ft. PCB SPAN W/ 40ft. CLR.RDY., TR-4 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4104F0212 X H Index 94.4205 Latitude 35:30:14.38 Longitude -96:51:26.02 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 27686 Vault Link http://plansrv1/bridgemaintvault/b27686 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.50399444 Longitude DD -96.85722778 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27148 x -10782097.2761177 y 4232584.66262908
27683	4128 1439EX	27683	—	U.S. 377 / S.H. 99	DEEP FORK RIVER O'FLOW	4128F1439 X	9-55ft. PCB SPANS W/ 38ft. CLR.RDY.	2006	35.689692	-96.662531	501.601	40.098	—	9	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.4	Good (7)	Good (7)	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	1550	2022	5	Unmatched
Raw data OBJECTID 27145 BRKEY 27683 NBI No. 27683 On Under 1 Structure No. 4128 1439EX Control No. 028 Lane Ind. E Milepoint 14390 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEEP FORK RIVER O'FLOW Division 03 County 081 Location 14.3N JCT U.S. 62 Sufficiency 99.4 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 9 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 501.601 Deck Width 40.098 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 9 Sub Rating 8 Chan. Rating 9 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 68 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 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 27683 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 9-55ft. PCB SPANS W/ 38ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128F1439 X H Index 99.8785 Latitude 35:41:22.89 Longitude -96:39:45.11 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / 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 27683 Vault Link http://plansrv1/bridgemaintvault/b27683 GIS FO/SD Meets Standards H Inv. Method 27 Latitude DD 35.689692 Longitude DD -96.662531 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27145 x -10760423.729709 y 4258007.04789354
27682	4128 1406EX	27682	—	U.S. 377 / S.H. 99	DEEP FORK RIVER	4128F1406 X	2-100ft. PCB, 3-133ft. BULB TEE SPANS W/ 38ft. CLR.RDY.	2006	35.68508611	-96.66259722	602.001	40.098	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.8	Satisfactory (6)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1550	2022	5	Unmatched
Raw data OBJECTID 27144 BRKEY 27682 NBI No. 27682 On Under 1 Structure No. 4128 1406EX Control No. 028 Lane Ind. E Milepoint 14060 Facility Carried U.S. 377 / S.H. 99 Feature Intersected DEEP FORK RIVER Division 03 County 081 Location 14.2N JCT U.S. 62 Sufficiency 92.8 Kind Hwy 2 Level Service 1 Route No. 00377 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2006 ADT Total 1550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 602.001 Deck Width 40.098 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating 9 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 45 HS Inv. Rating Method 1 HS Inv. Method 27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2480 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 0 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 27682 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-100ft. PCB, 3-133ft. BULB TEE SPANS W/ 38ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4128F1406 X H Index 99.2491 Latitude 35:41:06.31 Longitude -96:39:45.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 377 / 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 27682 Vault Link http://plansrv1/bridgemaintvault/b27682 GIS FO/SD Meets Standards H Inv. Method 17 Latitude DD 35.68508611 Longitude DD -96.66259722 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27144 x -10760431.1012857 y 4257375.77753094
27691	2807 0700WX	27691	—	S.H. 6	NORTH FORK OF RED RIVER	2807F0700 X	10-100ft. P/S CONCRETE BEAM SPANS	2006	35.05314722	-99.36378611	1000	39.501	—	10	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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	06 - Minor Arterial (Rural)	B	410	2022	5	Unmatched
Raw data OBJECTID 27102 BRKEY 27691 NBI No. 27691 On Under 1 Structure No. 2807 0700WX Control No. 007 Lane Ind. W Milepoint 07000 Facility Carried S.H. 6 Feature Intersected NORTH FORK OF RED RIVER Division 05 County 055 Location GREER & KIOWA C/L Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2006 ADT Total 410 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 10 Road Width 38.002 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 1000 Deck Width 39.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 656 Future ADT Year 2042 Bypass Detour 0.099997 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 27691 ODOT County 28 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 10-100ft. P/S CONCRETE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2807F0700 X H Index 99.8974 Latitude 35:03:11.33 Longitude -99:21:49.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 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 27691 Vault Link http://plansrv1/bridgemaintvault/b27691 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 35.05314722 Longitude DD -99.36378611 ODOT County Number 28 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27102 x -11061126.0730569 y 4171105.98655862
27690	2807 0700EX	27690	—	S.H. 6	NORTH FORK OF RED RIVER	2807F0700 X	10-100ft. P/S CONCRETE BEAM SPANS	2006	35.05046944	-99.36445278	1000	39.501	—	10	0	2	38.002	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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	06 - Minor Arterial (Rural)	B	550	2022	5	Unmatched
Raw data OBJECTID 27101 BRKEY 27690 NBI No. 27690 On Under 1 Structure No. 2807 0700EX Control No. 007 Lane Ind. E Milepoint 07000 Facility Carried S.H. 6 Feature Intersected NORTH FORK OF RED RIVER Division 05 County 055 Location GREER & KIOWA C/L Sufficiency 95 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.002 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 2006 ADT Total 550 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 10 Road Width 38.002 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 1000 Deck Width 39.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 64 HS Inv. Rating Method 3 HS Inv. Method 45 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 880 Future ADT Year 2042 Bypass Detour 0.099997 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 27690 ODOT County 28 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 10-100ft. P/S CONCRETE BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2807F0700 X H Index 99.8769 Latitude 35:03:01.69 Longitude -99:21:52.03 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 6 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 27690 Vault Link http://plansrv1/bridgemaintvault/b27690 GIS FO/SD Meets Standards H Inv. Method 44 Latitude DD 35.05046944 Longitude DD -99.36445278 ODOT County Number 28 Maint. Dist. 5 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27101 x -11061200.2864219 y 4170741.85625629
27689	6622 0166 X	27689	—	S.H. 88	CREEK	6622F0166 X	2-14ft. X 8ft. X 236ft. RCB	2008	36.19155278	-95.52935833	40	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	3100	2022	5	Unmatched
Raw data OBJECTID 27100 BRKEY 27689 NBI No. 27689 On Under 1 Structure No. 6622 0166 X Control No. 022 Lane Ind. Milepoint 01660 Facility Carried S.H. 88 Feature Intersected CREEK Division 08 County 131 Location 1.6 MI.N JCT U.S. 412 Sufficiency 85 Kind Hwy 3 Level Service 1 Route No. 00088 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 36.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2008 ADT Total 3100 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 4960 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27689 ODOT County 66 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-14ft. X 8ft. X 236ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6622F0166 X H Index 99.1611 Latitude 36:11:29.59 Longitude -95:31:45.69 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 88 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27689 Vault Link http://plansrv1/bridgemaintvault/b27689 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.19155278 Longitude DD -95.52935833 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27100 x -10634279.5251038 y 4327010.85132284
27688	7702 1969SX	27688	—	U.S. 183/U.S. 270	SAND CREEK	7702F1969 X	40ft.-50ft.-50ft.-50ft.-40ft. TYPE II PCB SPANS, 38ft. CLR.RDY. W/ TR-4 RAILS	2005	36.323794	-99.245453	230	40	—	5	0	2	37.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95	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	2150	2022	5	Unmatched
Raw data OBJECTID 27099 BRKEY 27688 NBI No. 27688 On Under 1 Structure No. 7702 1969SX Control No. 002 Lane Ind. S Milepoint 19690 Facility Carried U.S. 183/U.S. 270 Feature Intersected SAND CREEK Division 06 County 153 Location 1.4 MI NW SH-50 JCT Sufficiency 95 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2005 ADT Total 2150 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 47.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 230 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 7 Culv. Rating N Structure Rating 8 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 52.7 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27688 ODOT County 77 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 2 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-50ft.-50ft.-50ft.-40ft. TYPE II PCB SPANS, 38ft. CLR.RDY. W/ TR-4 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7702F1969 X H Index 99.8598 Latitude 36:19:25.66 Longitude -99:14:43.63 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183/U.S. 270 EB 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 27688 Vault Link http://plansrv1/bridgemaintvault/b27688 GIS FO/SD Meets Standards H Inv. Method 38.9 Latitude DD 36.323794 Longitude DD -99.245453 ODOT County Number 77 Maint. Dist. 6 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27099 x -11047953.2915078 y 4345266.88259295
27413	6212 0303 X	27413	—	S.H. 3W	BIG CREEK	6212F0303 X	50ft.-50ft.-50ft. PC BEAM SPANS	2005	34.921736	-96.928286	152.001	66.201	—	3	15	4	63.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	4000	2022	5	Unmatched
Raw data OBJECTID 27082 BRKEY 27413 NBI No. 27413 On Under 1 Structure No. 6212 0303 X Control No. 012 Lane Ind. Milepoint 03030 Facility Carried S.H. 3W Feature Intersected BIG CREEK Division 03 County 123 Location 4.2NW JCT S.H. 59A Sufficiency 87.9 Kind Hwy 3 Level Service 1 Route No. 0003W Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 63.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2005 ADT Total 4000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 15 No. Main Spans 3 Road Width 63.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 63.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 152.001 Deck Width 66.201 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 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.7 HS Inv. Rating Method 3 HS Inv. Method 53.1 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6400 Future ADT Year 2042 Bypass Detour 39.800002 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 27413 ODOT County 62 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 50ft.-50ft.-50ft. PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6212F0303 X H Index 99.6567 Latitude 34:55:18.25 Longitude -96:55:41.83 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 3W 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 27413 Vault Link http://plansrv1/bridgemaintvault/b27413 GIS FO/SD Meets Standards H Inv. Method 53 Latitude DD 34.921736 Longitude DD -96.928286 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27082 x -10790007.4409848 y 4153250.45887262
27496	4456 0358 X	27496	—	S.H. 24	CREEK	4456 0358 X	4-(4ft. X 5ft. X 45ft.) ARCHED CGMP	2003	34.86298056	-97.45933889	20	0	—	4	30	2	0	3 - Steel	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	100	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	180	2022	5	Unmatched
Raw data OBJECTID 27041 BRKEY 27496 NBI No. 27496 On Under 1 Structure No. 4456 0358 X Control No. 056 Lane Ind. Milepoint 03580 Facility Carried S.H. 24 Feature Intersected CREEK Division 03 County 087 Location 3.4 S. OF JCT SH59 EAST Sufficiency 100 Kind Hwy 3 Level Service 1 Route No. 00024 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 23.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2003 ADT Total 180 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 23.999 Span Type Main M Material 3 - Steel Design 19 Length 20 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 288 Future ADT Year 2042 Bypass Detour 3.5 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 27496 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 4-(4ft. X 5ft. X 45ft.) ARCHED CGMP Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4456 0358 X H Index 100 Latitude 34:51:46.73 Longitude -97:27:33.62 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 24 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27496 Vault Link http://plansrv1/bridgemaintvault/b27496 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.86298056 Longitude DD -97.45933889 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27041 x -10849123.9782839 y 4145276.3043544
27673	5586T0876SXR	27673	—	KILPATRICK TP S-E	MEMORIAL RD. EB UNDER	5586T0899SXR	190ft. PLATE GIRDER SPAN	1993	35.609147	-97.581347	1972.159	30	—	1	0	1	27.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.5	Fair (5)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	4215	2022	5	Unmatched
Raw data OBJECTID 27030 BRKEY 27673 NBI No. 27673 On Under 1 Structure No. 5586T0876SXR Control No. 086 Lane Ind. S Milepoint 08760 Facility Carried KILPATRICK TP S-E Feature Intersected MEMORIAL RD. EB UNDER Division 04 County 109 Location 8.9W OF I-35 Sufficiency 86.5 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 27.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1993 ADT Total 4215 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 27.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 3 - Steel Design 02 Length 1972.159 Deck Width 30 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 N Culv. Rating N Structure Rating 5 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 39.8 HS Inv. Rating Method 3 HS Inv. Method 23.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6744 Future ADT Year 2042 Bypass Detour 3 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 0000 Max Measured Clearance 1802 Min Measured Clearance 1802 NBI Rating 27673 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 190ft. PLATE GIRDER SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5586T0899SXR H Index 89.4993 Latitude 35:36:32.93 Longitude -97:34:52.85 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 1 Roadway Name KILPATRICK TP ON RAMP S-E 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 126.30 NBI Text 27673 Vault Link http://plansrv1/bridgemaintvault/b27673 GIS FO/SD Meets Standards H Inv. Method 22.7 Latitude DD 35.609147 Longitude DD -97.581347 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27030 x -10862705.8589617 y 4246973.02377656
27672	5586T0879NXR	27672	—	KILPATRICK TP E-S	KILPATRICK TP/S.H. 74 UN	5586T0899NXR	269ft. 6ft. ft. - 241ft.6ft. ft. - 175ft. 90ft. ft. PLATE GIRDERS, 4 X 100ft. - 101ft. TYPE IV PC BEAM SPANS	1993	35.609806	-97.581875	2318.159	30	—	3	0	1	27.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92	Satisfactory (6)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	U	4215	2022	5	Unmatched
Raw data OBJECTID 27029 BRKEY 27672 NBI No. 27672 On Under 1 Structure No. 5586T0879NXR Control No. 086 Lane Ind. N Milepoint 08790 Facility Carried KILPATRICK TP E-S Feature Intersected KILPATRICK TP/S.H. 74 UN Division 04 County 109 Location 8.9W OF I-35 Sufficiency 92 Kind Hwy 8 Level Service 7 Route No. 00000 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.001 Bridge System U Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1993 ADT Total 4215 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 27.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 27.001 Span Type Main M Material 3 - Steel Design 02 Length 2318.159 Deck Width 30 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 48.2 HS Inv. Rating Method 3 HS Inv. Method 28.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 6744 Future ADT Year 2042 Bypass Detour 2.999918 School Bus Rte. 0 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1700 Max Measured Clearance 1710 Min Measured Clearance 1702 NBI Rating 27672 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 269ft. 6ft. ft. - 241ft.6ft. ft. - 175ft. 90ft. ft. PLATE GIRDERS, 4 X 100ft. - 101ft. TYPE IV PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 5586T0899NXR H Index 89.0781 Latitude 35:36:35.3 Longitude -97:34:54.75 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 2 Roadway Name KILPATRICK TP RAMP E-S_ 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 126.20 NBI Text 27672 Vault Link http://plansrv1/bridgemaintvault/b27672 GIS FO/SD Meets Standards H Inv. Method 27.5 Latitude DD 35.609806 Longitude DD -97.581875 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 27029 x -10862764.6356529 y 4247063.25642254
27587	1411 1719 X	27587	—	S.H. 9	PECAN CREEK	1411F1719 X	3-22M PCBEAM SPANS X 25.2M CLR.RDY.	2006	35.24609722	-97.14358056	220	85	—	3	30	2	82.001	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.5	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	16 - Minor Arterial (Urban)	B	5600	2022	5	Unmatched
Raw data OBJECTID 27027 BRKEY 27587 NBI No. 27587 On Under 1 Structure No. 1411 1719 X Control No. 011 Lane Ind. Milepoint 17190 Facility Carried S.H. 9 Feature Intersected PECAN CREEK Division 03 County 027 Location 17.4E OF JCT U.S. 77 Sufficiency 84.5 Kind Hwy 3 Level Service 1 Route No. 00009 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 82.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 2006 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 82.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 82.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 220 Deck Width 85 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 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 71 HS Inv. Rating Method 3 HS Inv. Method 39 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 8960 Future ADT Year 2042 Bypass Detour 55.89986 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27587 ODOT County 14 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 3-22M PCBEAM SPANS X 25.2M CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1411F1719 X H Index 89.9242 Latitude 35:14:45.95 Longitude -97:08:36.89 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 9 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 27587 Vault Link http://plansrv1/bridgemaintvault/b27587 GIS FO/SD Meets Standards H Inv. Method 38 Latitude DD 35.24609722 Longitude DD -97.14358056 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 27027 x -10813973.9217745 y 4197375.26899661
27586	6114 1953 X	27586	—	S.H. 31	CREEK	6114 1953 X	(3) 10ft. X 7ft. X 74ft. RCB	2001	34.92954722	-95.80921667	33.999	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2100	2022	4	Unmatched
Raw data OBJECTID 27026 BRKEY 27586 NBI No. 27586 On Under 1 Structure No. 6114 1953 X Control No. 014 Lane Ind. Milepoint 19530 Facility Carried S.H. 31 Feature Intersected CREEK Division 02 County 121 Location 1.4 E INDIAN NATION TPK Sufficiency 79.2 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2001 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 29.825817 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27586 ODOT County 61 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 7ft. X 74ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6114 1953 X H Index 100 Latitude 34:55:46.37 Longitude -95:48:33.18 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 31 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 069 NBI Text 27586 Vault Link http://plansrv1/bridgemaintvault/b27586 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.92954722 Longitude DD -95.80921667 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27026 x -10665433.2130068 y 4154311.00961184
27585	6114 1966 X	27585	—	S.H. 31	SANDY CREEK	6114 1966 X	(4) 15ft. X 10ft. X 80ft. RCB	2001	34.92991944	-95.80691389	65	0	—	4	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	78.2	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	2100	2022	4	Unmatched
Raw data OBJECTID 27025 BRKEY 27585 NBI No. 27585 On Under 1 Structure No. 6114 1966 X Control No. 014 Lane Ind. Milepoint 19660 Facility Carried S.H. 31 Feature Intersected SANDY CREEK Division 02 County 121 Location 1.5 NE INDIAN NATION TPK Sufficiency 78.2 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 52.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 2001 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 4 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB FG Appr. Roadway Width 52.001 Span Type Main M Material 1 - Concrete Design 19 Length 65 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 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 3360 Future ADT Year 2042 Bypass Detour 34.796787 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27585 ODOT County 61 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (4) 15ft. X 10ft. X 80ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6114 1966 X H Index 98.35 Latitude 34:55:47.71 Longitude -95:48:24.89 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 31 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 4 Local Bridge ID 070 NBI Text 27585 Vault Link http://plansrv1/bridgemaintvault/b27585 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.92991944 Longitude DD -95.80691389 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 27025 x -10665176.8687098 y 4154361.54946128
27584	5563 1531 X	27584	—	S.H. 74	BLOODY RUSH CREEK	5563F1531 X	51.75ft.- 65ft.- 51.75ft. P.C. BEAM SPANS W/ F-SHAPED PARAPETS, SK 10 DEG. LF	2006	35.724069	-97.584531	168.497	83.002	—	3	10	5	79.997	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Very good (8)	Good (7)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	7500	2022	5	Unmatched
Raw data OBJECTID 27024 BRKEY 27584 NBI No. 27584 On Under 1 Structure No. 5563 1531 X Control No. 063 Lane Ind. Milepoint 15310 Facility Carried S.H. 74 Feature Intersected BLOODY RUSH CREEK Division 04 County 109 Location 0.1 S. OKLAHOMA/LOGAN C/L Sufficiency 97.9 Kind Hwy 3 Level Service 1 Route No. 00074 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 79.997 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2006 ADT Total 7500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 10 No. Main Spans 3 Road Width 79.997 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 5 Fill RCB Appr. Roadway Width 79.997 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 168.497 Deck Width 83.002 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 77 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 12000 Future ADT Year 2042 Bypass Detour 3.699991 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 27584 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 51.75ft.- 65ft.- 51.75ft. P.C. BEAM SPANS W/ F-SHAPED PARAPETS, SK 10 DEG. LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5563F1531 X H Index 97.5021 Latitude 35:43:26.65 Longitude -97:35:04.31 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 74 (PORTLAND AVE.) Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27584 Vault Link http://plansrv1/bridgemaintvault/b27584 GIS FO/SD Meets Standards H Inv. Method 33 Latitude DD 35.724069 Longitude DD -97.584531 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27024 x -10863060.3002204 y 4262719.81499708
27398	5008 0244NX	27398	—	S.H. 7	WASHITA RIVER	5008 0244NX	50ft., 6-100ft., 50ft. PC BEAM SPANS, 38ft. CLR.RDY. W/ F-SHAPED PARAPET	2004	34.50486111	-97.14279444	702	40	—	8	0	2	38	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.1	Fair (5)	Satisfactory (6)	Very good (8)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	B	3250	2022	5	Unmatched
Raw data OBJECTID 27015 BRKEY 27398 NBI No. 27398 On Under 1 Structure No. 5008 0244NX Control No. 008 Lane Ind. N Milepoint 02440 Facility Carried S.H. 7 Feature Intersected WASHITA RIVER Division 07 County 099 Location .8W JCT U.S. 77 Sufficiency 85.1 Kind Hwy 3 Level Service 1 Route No. 00007 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2004 ADT Total 3250 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 8 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 702 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 8 Sub Rating 5 Chan. Rating 8 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5200 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 N Max Measured Clearance N Min Measured Clearance N NBI Rating 27398 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft., 6-100ft., 50ft. PC BEAM SPANS, 38ft. CLR.RDY. W/ F-SHAPED PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5008 0244NX H Index 98.3388 Latitude 34:30:17.5 Longitude -97:08:34.06 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 7 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-50 NBI Text 27398 Vault Link http://plansrv1/bridgemaintvault/b27398 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 34.50486111 Longitude DD -97.14279444 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 27015 x -10813886.4112964 y 4096795.67783554
27671	1512 1461 X	27671	—	S.H. 31	CREEK	1512 1461 X	2-8ft. X 8ft. X 57ft. RCB SK 30 DEG. W/ APRONS	1955	34.70917222	-96.13775278	21.001	0	—	2	30	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	370	2022	5	Unmatched
Raw data OBJECTID 27010 BRKEY 27671 NBI No. 27671 On Under 1 Structure No. 1512 1461 X Control No. 012 Lane Ind. Milepoint 14610 Facility Carried S.H. 31 Feature Intersected CREEK Division 03 County 029 Location 14.6NE U.S. 75 Sufficiency 98.5 Kind Hwy 3 Level Service 1 Route No. 00031 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 22.001 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 1955 ADT Total 370 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 21.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 8 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 88.6 HS Inv. Rating Method 1 HS Inv. Method 35.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 592 Future ADT Year 2042 Bypass Detour 43.299998 School Bus Rte. 0 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 27671 ODOT County 15 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-8ft. X 8ft. X 57ft. RCB SK 30 DEG. W/ APRONS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1512 1461 X H Index 98.2632 Latitude 34:42:33.02 Longitude -96:08:15.91 I257A C I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 31 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27671 Vault Link http://plansrv1/bridgemaintvault/b27671 GIS FO/SD Meets Standards H Inv. Method 19.5 Latitude DD 34.70917222 Longitude DD -96.13775278 ODOT County Number 15 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27010 x -10702005.6854792 y 4124428.71035018
27668	4112 1029 X	27668	—	S.H. 18	DEEP FORK RIVER O'FLOW	4112F1029 X	5 X 90ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2006	35.65067222	-96.88808889	451.601	42.999	—	5	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2700	2022	5	Unmatched
Raw data OBJECTID 27007 BRKEY 27668 NBI No. 27668 On Under 1 Structure No. 4112 1029 X Control No. 012 Lane Ind. Milepoint 10290 Facility Carried S.H. 18 Feature Intersected DEEP FORK RIVER O'FLOW Division 03 County 081 Location 10.7 N OF JCT US62 Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00018 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 40 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2006 ADT Total 2700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 5 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 451.601 Deck Width 42.999 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 8 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 80 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 26.099934 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27668 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 5 X 90ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4112F1029 X H Index 88.5836 Latitude 35:39:02.42 Longitude -96:53:17.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27668 Vault Link http://plansrv1/bridgemaintvault/b27668 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.65067222 Longitude DD -96.88808889 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27007 x -10785532.7191682 y 4252660.25916256
27667	4112 1009 X	27667	—	S.H. 18	DEEP FORK RIVER	4112F1009 X	3 X 125ft. PC BEAM SPANS W/ 40ft. CLR.RDY.	2006	35.64784167	-96.88784167	376.001	42.999	—	3	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.7	Good (7)	Satisfactory (6)	Good (7)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2700	2022	5	Unmatched
Raw data OBJECTID 27006 BRKEY 27667 NBI No. 27667 On Under 1 Structure No. 4112 1009 X Control No. 012 Lane Ind. Milepoint 10090 Facility Carried S.H. 18 Feature Intersected DEEP FORK RIVER Division 03 County 081 Location 10.2N OF JCT US62 Sufficiency 94.7 Kind Hwy 3 Level Service 1 Route No. 00018 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 2006 ADT Total 2700 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 376.001 Deck Width 42.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4320 Future ADT Year 2042 Bypass Detour 26.099934 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 27667 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 X 125ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4112F1009 X H Index 99.4275 Latitude 35:38:52.23 Longitude -96:53:16.23 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 18 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 27667 Vault Link http://plansrv1/bridgemaintvault/b27667 GIS FO/SD Meets Standards H Inv. Method 22 Latitude DD 35.64784167 Longitude DD -96.88784167 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 27006 x -10785505.1987637 y 4252272.49718851
27571	4520 0560 X	27571	—	S.H. 259A	BROKEN BOW LAKE SPILLWAY	4520 0560 X	<New Structure Unit>	1969	34.15724444	-94.70316389	383.858	32.152	—	8	0	2	23.95	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.2	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	70 - Corps of Engineers (Civil)	70 - Corps of Engineers (Civil)	1 - On Highway	07 - Major Collector (Rural)	M	720	2022	5	Unmatched
Raw data OBJECTID 26975 BRKEY 27571 NBI No. 27571 On Under 1 Structure No. 4520 0560 X Control No. 020 Lane Ind. Milepoint 05600 Facility Carried S.H. 259A Feature Intersected BROKEN BOW LAKE SPILLWAY Division 02 County 089 Location 7N 5E OF BROKEN BOW Sufficiency 80.2 Kind Hwy 3 Level Service 1 Route No. 0259A Service Type On 5 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 23.95 Bridge System M Owner 70 - Corps of Engineers (Civil) Custodian 70 - Corps of Engineers (Civil) Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1969 ADT Total 720 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 8 Road Width 23.95 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 29.856 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 383.858 Deck Width 32.152 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 9 Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 71.099 HS Inv. Rating Method 1 HS Inv. Method 42.439 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1152 Future ADT Year 2042 Bypass Detour 11.806053 School Bus Rte. 0 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27571 ODOT County 45 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 3.609 Rt. Curb SW 3.609 Description <New Structure Unit> Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4520 0560 X H Index 1 Latitude 34:09:26.08 Longitude -94:42:11.39 I257A 1 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name S.H. 259A Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 64 A NBI Text 27571 Vault Link http://plansrv1/bridgemaintvault/b27571 GIS FO/SD Meets Standards H Inv. Method 42.439 Latitude DD 34.15724444 Longitude DD -94.70316389 ODOT County Number 45 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26975 x -10542307.9807467 y 4049935.70592101
27477	4405 2536WXR	27477	—	I-35 SB RAMP S.H.9	S. CANADIAN O'FLOW	4405F2536WXR	3-40ft. PCBEAM TYPE II SPANS X 29ft. CLR.RDY. W/ F-SHAPE PARA.	2006	35.18403889	-97.49319722	120.079	33.999	—	3	0	2	28.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Very good (8)	Satisfactory (6)	Very good (8)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	A	6650	2022	5	Unmatched
Raw data OBJECTID 26969 BRKEY 27477 NBI No. 27477 On Under 1 Structure No. 4405 2536WXR Control No. 005 Lane Ind. W Milepoint 25360 Facility Carried I-35 SB RAMP S.H.9 Feature Intersected S. CANADIAN O'FLOW Division 03 County 087 Location S. OF NORMAN Sufficiency 82.9 Kind Hwy 3 Level Service 7 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 2006 ADT Total 6650 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 28.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 28.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 120.079 Deck Width 33.999 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 8 Sub Rating 8 Chan. Rating 9 Culv. Rating N Structure Rating 8 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 54.3 HS Inv. Rating Method 3 HS Inv. Method 41.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 10640 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 2 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27477 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. PCBEAM TYPE II SPANS X 29ft. CLR.RDY. W/ F-SHAPE PARA. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 4405F2536WXR H Index 91.7581 Latitude 35:11:02.54 Longitude -97:29:35.51 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 & S.H. 9 INTERCHANGE 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 44 NBI Text 27477 Vault Link http://plansrv1/bridgemaintvault/b27477 GIS FO/SD Meets Standards H Inv. Method 41.8 Latitude DD 35.18403889 Longitude DD -97.49319722 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 26969 x -10852893.0703386 y 4188919.50494804
27383	5202 0012 X	27383	—	S.H. 164	WEST WARREN CREEK	5202 0012 X	46ft. - 59ft. - 59ft. PC BEAM SPANS W/ 38.6ft. CLR.RDY. W/ TR-3 RAILS	2004	36.27743056	-97.45893889	164.695	41.401	—	3	0	2	38.599	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.3	Satisfactory (6)	Good (7)	Excellent (9)	Very good (8)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	620	2022	5	Unmatched
Raw data OBJECTID 26964 BRKEY 27383 NBI No. 27383 On Under 1 Structure No. 5202 0012 X Control No. 002 Lane Ind. Milepoint 00120 Facility Carried S.H. 164 Feature Intersected WEST WARREN CREEK Division 04 County 103 Location .1E OF GARFIELD C/L Sufficiency 94.3 Kind Hwy 3 Level Service 1 Route No. 00164 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 38.599 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 2004 ADT Total 620 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 38.599 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 36.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 164.695 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. 3 Deck Rating 7 Super Rating 9 Sub Rating 8 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 30 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 992 Future ADT Year 2042 Bypass Detour 36.000001 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 27383 ODOT County 52 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 46ft. - 59ft. - 59ft. PC BEAM SPANS W/ 38.6ft. CLR.RDY. W/ TR-3 RAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5202 0012 X H Index 99.3578 Latitude 36:16:38.75 Longitude -97:27:32.18 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 164 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 27383 Vault Link http://plansrv1/bridgemaintvault/b27383 GIS FO/SD Meets Standards H Inv. Method 24 Latitude DD 36.27743056 Longitude DD -97.45893889 ODOT County Number 52 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26964 x -10849079.4504876 y 4338862.84459888
26457	4317 2259EX	26457	—	I-35 N.B.	HICKORY CREEK	4317 2259EX	70ft.-100ft.-70ft.-70ft. P.C. BEAM SPANS 40ft. CL. RDY. W/PARAPET	2004	34.04412222	-97.14944444	310	42	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13400	2022	5	Unmatched
Raw data OBJECTID 26961 BRKEY 26457 NBI No. 26457 On Under 1 Structure No. 4317 2259EX Control No. 017 Lane Ind. E Milepoint 22590 Facility Carried I-35 N.B. Feature Intersected HICKORY CREEK Division 07 County 085 Location 7.3N JCT. S.H. 32 Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 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 2004 ADT Total 13400 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 310 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21440 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 _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26457 ODOT County 43 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 70ft.-100ft.-70ft.-70ft. P.C. BEAM SPANS 40ft. CL. RDY. W/PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 2259EX H Index 95.9169 Latitude 34:02:38.84 Longitude -97:08:58 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 132 NBI Text 26457 Vault Link http://plansrv1/bridgemaintvault/b26457 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.04412222 Longitude DD -97.14944444 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26961 x -10814626.6859102 y 4034728.10207072
26456	4317 2259WX	26456	—	I-35 S.B.	HICKORY CREEK	4317 2259WX	70ft.-100ft.-70-70ft. P.C. BEAM SPANS 40ft. CL. RDY. W/PARAPET	2004	34.04416667	-97.14995833	310	42	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.9	Good (7)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	13450	2022	5	Unmatched
Raw data OBJECTID 26960 BRKEY 26456 NBI No. 26456 On Under 1 Structure No. 4317 2259WX Control No. 017 Lane Ind. W Milepoint 22590 Facility Carried I-35 S.B. Feature Intersected HICKORY CREEK Division 07 County 085 Location 7.3N JCT. S.H. 32 Sufficiency 96.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 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 2004 ADT Total 13450 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 310 Deck Width 42 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 74 HS Inv. Rating Method 1 HS Inv. Method 44 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21520 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 _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26456 ODOT County 43 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 70ft.-100ft.-70-70ft. P.C. BEAM SPANS 40ft. CL. RDY. W/PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4317 2259WX H Index 96.3839 Latitude 34:02:39 Longitude -97:08:59.85 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 133 NBI Text 26456 Vault Link http://plansrv1/bridgemaintvault/b26456 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.04416667 Longitude DD -97.14995833 ODOT County Number 43 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 26960 x -10814683.8918833 y 4034734.07372486
26455	5510 0650 X	26455	—	S.H. 66	SOLDIER CREEK	5510 0650 X	(3) - 45FT PC BEAM SPANS W/ 39.4Ft CLY. RDY. & TR-3 RAIL	2001	35.666797	-97.314103	137.795	41.798	—	3	0	2	39.4	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	96.1	Satisfactory (6)	Good (7)	Very good (8)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	17 - Collector (Urban)	B	5600	2022	5	Unmatched
Raw data OBJECTID 26959 BRKEY 26455 NBI No. 26455 On Under 1 Structure No. 5510 0650 X Control No. 010 Lane Ind. Milepoint 06500 Facility Carried S.H. 66 Feature Intersected SOLDIER CREEK Division 04 County 109 Location 6.2E JCT. I-35 Sufficiency 96.1 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 39.4 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 2001 ADT Total 5600 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 39.4 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 33.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 137.795 Deck Width 41.798 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 8 Sub Rating 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 54 HS Inv. Rating Method 1 HS Inv. Method 32 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8960 Future ADT Year 2042 Bypass Detour 2 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 26455 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) - 45FT PC BEAM SPANS W/ 39.4Ft CLY. RDY. & TR-3 RAIL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5510 0650 X H Index 98.9099 Latitude 35:40:00.47 Longitude -97:18:50.77 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 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 26455 Vault Link http://plansrv1/bridgemaintvault/b26455 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 35.666797 Longitude DD -97.314103 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 26959 x -10832956.3929642 y 4254869.48300767
26454	5510 0535 X	26454	—	S.H. 66	COFFEE CREEK	5510 0535 X	3-16M PC BEAM SPANS	2001	35.659892	-97.332319	161.089	57.5	—	3	30	2	55.118	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	99.7	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	17 - Collector (Urban)	B	6800	2022	5	Unmatched
Raw data OBJECTID 26958 BRKEY 26454 NBI No. 26454 On Under 1 Structure No. 5510 0535 X Control No. 010 Lane Ind. Milepoint 05350 Facility Carried S.H. 66 Feature Intersected COFFEE CREEK Division 04 County 109 Location 5E JCT. I-35 Sufficiency 99.7 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 55.118 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 2001 ADT Total 6800 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 55.118 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 161.089 Deck Width 57.5 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 8 Chan. Rating 8 Culv. Rating N Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10880 Future ADT Year 2042 Bypass Detour 0.5 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 26454 ODOT County 55 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-16M PC BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5510 0535 X H Index 98.3254 Latitude 35:39:35.61 Longitude -97:19:56.35 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 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 26454 Vault Link http://plansrv1/bridgemaintvault/b26454 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 35.659892 Longitude DD -97.332319 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 6 Rural/Urban Urban ARC_ID_NUM 26958 x -10834984.1888085 y 4253923.38816024
26266	1950T0400 X	26266	—	CREEK TP	CREEK	1950T0400 X	(13ft.-17ft.-13ft.)X14ft. X 206ft. RCB, SK60LF	2000	36.00919167	-96.03023611	52.001	207.999	—	3	30	4	206.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	20300	2022	5	Unmatched
Raw data OBJECTID 26947 BRKEY 26266 NBI No. 26266 On Under 1 Structure No. 1950T0400 X Control No. 050 Lane Ind. Milepoint 04000 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 037 Location 03.60 Sufficiency 81.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.9 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2000 ADT Total 20300 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 206.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 105 Span Type Main M Material 1 - Concrete Design 19 Length 52.001 Deck Width 207.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 32480 Future ADT Year 2042 Bypass Detour 61.515748 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26266 ODOT County 19 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (13ft.-17ft.-13ft.)X14ft. X 206ft. RCB, SK60LF Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0400 X H Index 100 Latitude 36:00:33.09 Longitude -96:01:48.85 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03.60 NBI Text 26266 Vault Link http://plansrv1/bridgemaintvault/b26266 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.00919167 Longitude DD -96.03023611 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26947 x -10690036.984523 y 4301886.20537977
26265	1950T0096 X	26265	—	CREEK TP	CREEK	1950T0096 X	3 (10X12 )X 322ft. RCB	2000	36.02851111	-96.08070556	32.001	322.001	—	3	12	4	320	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	20300	2022	5	Unmatched
Raw data OBJECTID 26946 BRKEY 26265 NBI No. 26265 On Under 1 Structure No. 1950T0096 X Control No. 050 Lane Ind. Milepoint 00960 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 037 Location 00.56 Sufficiency 94.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 98.852 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2000 ADT Total 20300 ADT Year 2022 Design Load HS 20 Skew 12 No. Main Spans 3 Road Width 320 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB 12 Appr. Roadway Width 98.425 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 322.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 9 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 32480 Future ADT Year 2042 Bypass Detour 1.864114 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26265 ODOT County 19 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 3 (10X12 )X 322ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0096 X H Index 96.6489 Latitude 36:01:42.64 Longitude -96:04:50.54 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.56 NBI Text 26265 Vault Link http://plansrv1/bridgemaintvault/b26265 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.02851111 Longitude DD -96.08070556 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26946 x -10695655.2179976 y 4304545.16631437
26264	1950T0037 X	26264	—	CREEK TP	CREEK	1950T0037 X	12ft. X 14ft. X12 X 12ft. X 198ft. RCB	2000	36.02968611	-96.09198889	40	200	—	3	0	2	197.999	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.2	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	R	15700	2022	5	Unmatched
Raw data OBJECTID 26945 BRKEY 26264 NBI No. 26264 On Under 1 Structure No. 1950T0037 X Control No. 050 Lane Ind. Milepoint 00370 Facility Carried CREEK TP Feature Intersected CREEK Division 08 County 037 Location 00.03 Sufficiency 81.2 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 98.425 Bridge System R Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 2000 ADT Total 15700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 197.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 11 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 200 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 60.1 HS Inv. Rating Method 0 HS Inv. Method 36 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 25120 Future ADT Year 2042 Bypass Detour 61.515748 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 26264 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 N Lft. Curb SW 0 Rt. Curb SW 0 Description 12ft. X 14ft. X12 X 12ft. X 198ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1950T0037 X H Index 100 Latitude 36:01:46.87 Longitude -96:05:31.16 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name CREEK TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 00.03 NBI Text 26264 Vault Link http://plansrv1/bridgemaintvault/b26264 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.02968611 Longitude DD -96.09198889 ODOT County Number 19 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 26945 x -10696911.2725477 y 4304706.90420231
26355	7506 0542WX	26355	—	U.S. 183	BOGGY CREEK O'FLOW	7506 0542WX	2-80ft. P/S CONC. BEAM SPANS	2000	35.36630833	-98.97626944	162.001	42.001	—	2	0	2	40	5 - Prestressed Concrete	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	02 - Principal Arterial Other (Rural)	C	1950	2022	5	Unmatched
Raw data OBJECTID 26929 BRKEY 26355 NBI No. 26355 On Under 1 Structure No. 7506 0542WX Control No. 006 Lane Ind. W Milepoint 05420 Facility Carried U.S. 183 Feature Intersected BOGGY CREEK O'FLOW Division 05 County 149 Location 5.1 MI. N. S.H. 152 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 1950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 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 162.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 57.3 HS Inv. Rating Method 3 HS Inv. Method 44.2 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26355 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-80ft. P/S CONC. BEAM SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7506 0542WX H Index 87.3718 Latitude 35:21:58.71 Longitude -98:58:34.57 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26355 Vault Link http://plansrv1/bridgemaintvault/b26355 GIS FO/SD Meets Standards H Inv. Method 44.1 Latitude DD 35.36630833 Longitude DD -98.97626944 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26929 x -11017987.9146786 y 4213773.08050291
26354	7506 0523WX	26354	—	U.S. 183	BOGGY CREEK	7506 0523WX	120ft. P/S CONC. BEAM SPAN	2000	35.36365	-98.9764	121.001	42.001	—	1	0	2	40	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	100	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	1950	2022	5	Unmatched
Raw data OBJECTID 26928 BRKEY 26354 NBI No. 26354 On Under 1 Structure No. 7506 0523WX Control No. 006 Lane Ind. W Milepoint 05230 Facility Carried U.S. 183 Feature Intersected BOGGY CREEK Division 05 County 149 Location 5.0 MI. N S.H.152 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 40 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 2000 ADT Total 1950 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 1 Road Width 40 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 121.001 Deck Width 42.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 63.3 HS Inv. Rating Method 3 HS Inv. Method 48.5 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26354 ODOT County 75 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 1 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 120ft. P/S CONC. BEAM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7506 0523WX H Index 95.8151 Latitude 35:21:49.14 Longitude -98:58:35.04 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 183 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26354 Vault Link http://plansrv1/bridgemaintvault/b26354 GIS FO/SD Meets Standards H Inv. Method 48.4 Latitude DD 35.36365 Longitude DD -98.9764 ODOT County Number 75 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 26928 x -11018002.4485514 y 4213410.1981281
26259	3204 1027 X	26259	—	U.S. 75	N. BRANCH GRAVE CREEK	3204 1027 X	2-12X12X81ft. RCBOX	2000	35.11470556	-96.24778333	81.001	39.993	—	2	0	2	39.37	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	1600	2022	5	Unmatched
Raw data OBJECTID 26922 BRKEY 26259 NBI No. 26259 On Under 1 Structure No. 3204 1027 X Control No. 004 Lane Ind. Milepoint 10270 Facility Carried U.S. 75 Feature Intersected N. BRANCH GRAVE CREEK Division 03 County 063 Location 1.9 MI. N. JCT US 270 Sufficiency 99.1 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 39.37 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 2000 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 39.37 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 7 Appr. Roadway Width 29.528 Span Type Main M Material 1 - Concrete Design 19 Length 81.001 Deck Width 39.993 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 9 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 9 HS Operating Rating Method 1 HS Operating Rating 166.6 HS Inv. Rating Method 1 HS Inv. Method 99.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 7.456454 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 26259 ODOT County 32 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12X12X81ft. RCBOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3204 1027 X H Index 99.01 Latitude 35:06:52.94 Longitude -96:14:52.02 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26259 Vault Link http://plansrv1/bridgemaintvault/b26259 GIS FO/SD Meets Standards H Inv. Method 55.6 Latitude DD 35.11470556 Longitude DD -96.24778333 ODOT County Number 32 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26922 x -10714254.2302769 y 4179480.11785291
26543	3002R2142 X	26543	—	U.S. 64	CREEK	3030F0002 X	New RCB	2001	36.82666667	-99.63166667	0	0	—	8	0	-1	-1	NO VALUE GIVEN	-1	M	_	@	100	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	-1	2005	5	Unmatched
Raw data OBJECTID 26916 BRKEY 26543 NBI No. 26543 On Under 1 Structure No. 3002R2142 X Control No. 002 Lane Ind. Milepoint 21420 Facility Carried U.S. 64 Feature Intersected CREEK Division 06 County 059 Location 100 FT. WEST OF U.S. 183 Sufficiency 100 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance -1 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 2001 ADT Total -1 ADT Year 2005 Design Load Other or Unknown Skew 0 No. Main Spans 8 Road Width -1 Ref. Underclearance Rt. _ Underclearance Right -1 Underclearance Left -1 Deck Structure Type _ No. Lanes -1 Fill RCB -1 Appr. Roadway Width -1 Span Type Main M Material NO VALUE GIVEN Design -1 Length 0 Deck Width 0 Bridge Open Closed @ TSF Rail _ TSF Transition _ TSF Appr. Guardrail _ TSF Appr. Guardrail Ends _ Appr. Roadway Cond. 9 Deck Rating N Super Rating N Sub Rating N Chan. Rating _ Culv. Rating N Structure Rating N Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy _ Approach Alignment _ HS Operating Rating Method 2 HS Operating Rating -1 HS Inv. Rating Method 2 HS Inv. Method -1 H Operating Rating 2 H Inv. Rating Method 2 Future ADT -2 Future ADT Year 2025 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 26543 ODOT County 30 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 _ Lft. Curb SW 0 Rt. Curb SW 0 Description New RCB Route Flag P Status Flag V On Off System 1 Frontage Ind. Alt. Structure Name 3030F0002 X H Index -1 Latitude 36:49:36 Longitude -99:37:54 I257A _ I257B _ I257C _ I257D _ I257E _ I263 _ Roadway Name U.S. 64 Scour _ Design Structure NO VALUE GIVEN FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 26543 Vault Link http://plansrv1/bridgemaintvault/b26543 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 36.82666667 Longitude DD -99.63166667 ODOT County Number 30 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 26916 x -11090946.4005896 y 4414973.8168709
26542	3004 0022 X	26542	—	U.S. 183	CREEK	3004 0022 X	13-17-17-13)X7X54ft. SK30RF RCB	2003	36.83025833	-99.63019444	72.999	47.001	—	4	30	2	44.501	1 - Concrete	Culvert (19)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4900	2022	5	Unmatched
Raw data OBJECTID 26915 BRKEY 26542 NBI No. 26542 On Under 1 Structure No. 3004 0022 X Control No. 004 Lane Ind. Milepoint 00220 Facility Carried U.S. 183 Feature Intersected CREEK Division 06 County 059 Location .2NE OF JCT US64W/US183 Sufficiency 82 Kind Hwy 2 Level Service 1 Route No. 00183 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44.501 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 2003 ADT Total 4900 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 4 Road Width 44.501 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB FG Appr. Roadway Width 41.001 Span Type Main M Material 1 - Concrete Design 19 Length 72.999 Deck Width 47.001 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 N Super Rating N Sub Rating N Chan. Rating 7 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7840 Future ADT Year 2042 Bypass Detour 86.999997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane _ Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 26542 ODOT County 30 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 13-17-17-13)X7X54ft. SK30RF RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3004 0022 X H Index 94.842 Latitude 36:49:48.93 Longitude -99:37:48.7 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 26542 Vault Link http://plansrv1/bridgemaintvault/b26542 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.83025833 Longitude DD -99.63019444 ODOT County Number 30 Maint. Dist. 6 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 26915 x -11090782.5126956 y 4415473.32327992