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
13755	1102 0882 X	13755	Cherokee	U.S. 62	CREEK	1102 0882 X	3-10ft.X 6ft.X 97ft. R.C.B	1957	35.85235278	-94.99345556	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	81.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	12700	2022	5	Unmatched
Raw data OBJECTID 14132 BRKEY 13755 NBI No. 13755 On Under 1 Structure No. 1102 0882 X Control No. 002 Lane Ind. Milepoint 08820 Facility Carried U.S. 62 Feature Intersected CREEK Division 01 County 021 Location 9.0 MI NE MUSKOGEE CO Sufficiency 81.7 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 66.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1957 ADT Total 12700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 66.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.4 HS Inv. Rating Method 1 HS Inv. Method 30.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20320 Future ADT Year 2042 Bypass Detour 47.22421 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 13755 ODOT County 11 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 6ft.X 97ft. R.C.B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1102 0882 X H Index 97.7398 Latitude 35:51:08.47 Longitude -94:59:36.44 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 0 NBI Text 13755 Vault Link http://plansrv1/bridgemaintvault/b13755 GIS FO/SD Meets Standards H Inv. Method 17.1 Latitude DD 35.85235278 Longitude DD -94.99345556 ODOT County Number 11 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14132 x -10574623.1016327 y 4280324.31446697
13754	3322 0877 X	13754	Jackson	S.H. 19	CREEK	3322 0877 X	3-10ft.X5ft.X56ft. RDY. R.C.BOX	1957	34.78309722	-99.18041944	33.136	58.002	—	3	0	2	56.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.7	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	390	2022	5	Unmatched
Raw data OBJECTID 14131 BRKEY 13754 NBI No. 13754 On Under 1 Structure No. 3322 0877 X Control No. 022 Lane Ind. Milepoint 08770 Facility Carried S.H. 19 Feature Intersected CREEK Division 05 County 065 Location 8.9 MI E JCT U.S. 283 Sufficiency 97.7 Kind Hwy 3 Level Service 1 Route No. 00019 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 56.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 390 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 56.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 28.002 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 58.002 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 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 55.47 HS Inv. Rating Method 1 HS Inv. Method 33.27 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 624 Future ADT Year 2042 Bypass Detour 37.999905 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13754 ODOT County 33 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.X5ft.X56ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3322 0877 X H Index 96.04 Latitude 34:46:59.15 Longitude -99:10:49.51 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 19 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13754 Vault Link http://plansrv1/bridgemaintvault/b13754 GIS FO/SD Meets Standards H Inv. Method 18.46 Latitude DD 34.78309722 Longitude DD -99.18041944 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14131 x -11040713.7887241 y 4134443.85067756
13663	5611R0984EX	13663	Okmulgee	U.S. 75 NB	U.S. 75A / S.H. 16 UNDER	5611 0984EX	35ft. - (2) 47ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 20°	1956	35.74054722	-96.00547778	168.999	32.999	—	4	20	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8750	2022	5	Unmatched
Raw data OBJECTID 14130 BRKEY 13663 NBI No. 13663 On Under 1 Structure No. 5611R0984EX Control No. 011 Lane Ind. E Milepoint 09840 Facility Carried U.S. 75 NB Feature Intersected U.S. 75A / S.H. 16 UNDER Division 01 County 111 Location JCT SH-16 Sufficiency 68.9 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1956 ADT Total 8750 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 32.999 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 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78.8 HS Inv. Rating Method 1 HS Inv. Method 47.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14000 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1804 Min Measured Clearance 1705 NBI Rating 13663 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft. - (2) 47ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 20° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5611 0984EX H Index 82.3419 Latitude 35:44:25.97 Longitude -96:00:19.72 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-0984E NBI Text 13663 Vault Link http://plansrv1/bridgemaintvault/b13663 GIS FO/SD FO H Inv. Method 31.3 Latitude DD 35.74054722 Longitude DD -96.00547778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14130 x -10687280.8998345 y 4264979.54674345
13662	5611R0984WX	13662	Okmulgee	U.S. 75 SB	U.S. 75A / S.H. 16 UNDER	5611 0984WX	35ft. - (2) 47ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 20°	1956	35.740544	-96.005808	168.999	32.999	—	4	20	2	27.999	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.5	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	8950	2022	5	Unmatched
Raw data OBJECTID 14129 BRKEY 13662 NBI No. 13662 On Under 1 Structure No. 5611R0984WX Control No. 011 Lane Ind. W Milepoint 09840 Facility Carried U.S. 75 SB Feature Intersected U.S. 75A / S.H. 16 UNDER Division 01 County 111 Location JCT SH-16 Sufficiency 68.5 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 27.999 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 1956 ADT Total 8950 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 4 Road Width 27.999 Ref. Underclearance Rt. H Underclearance Right 12.999 Underclearance Left 7.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 168.999 Deck Width 32.999 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 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.7 HS Inv. Rating Method 1 HS Inv. Method 34.5 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 14320 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1709 Min Measured Clearance 1610 NBI Rating 13662 ODOT County 56 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft. - (2) 47ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 20° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5611 0984WX H Index 82.5355 Latitude 35:44:25.96 Longitude -96:00:20.91 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 75 Scour N Design Structure 1 - Slab FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-0984W NBI Text 13662 Vault Link http://plansrv1/bridgemaintvault/b13662 GIS FO/SD FO H Inv. Method 23.1 Latitude DD 35.740544 Longitude DD -96.005808 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14129 x -10687317.6597568 y 4264979.10512482
13661	5004 0852 X	13661	Murray	U.S. 77	TURKEY/GARDNER SANDY CR.	5004 0852 X	50ft.-60ft.-50ft. I-BM. SPANS	1956	34.61867778	-97.16058333	163.058	34.167	—	3	45	2	32.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	91.3	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 14128 BRKEY 13661 NBI No. 13661 On Under 1 Structure No. 5004 0852 X Control No. 004 Lane Ind. Milepoint 08520 Facility Carried U.S. 77 Feature Intersected TURKEY/GARDNER SANDY CR. Division 07 County 099 Location 8.5 MI N JCT SH7 Sufficiency 91.3 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 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 1956 ADT Total 2000 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 32.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 163.058 Deck Width 34.167 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating 6 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 60 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 13661 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 50ft.-60ft.-50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5004 0852 X H Index 98.7722 Latitude 34:37:07.24 Longitude -97:09:38.1 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-50 NBI Text 13661 Vault Link http://plansrv1/bridgemaintvault/b13661 GIS FO/SD Meets Standards H Inv. Method 29 Latitude DD 34.61867778 Longitude DD -97.16058333 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14128 x -10815866.661473 y 4112180.96723672
13660	5801R0440 X	13660	Ottawa	WILL ROGERS TPI-44	U.S. 59 UNDER	5801T0440 X	37ft.,2-46ft.,37ft. I-BM.	1956	36.72333333	-94.92666667	210	85.4	—	2	24	4	82.799	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	94.6	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	Y	15050	2004	5	Unmatched
Raw data OBJECTID 14127 BRKEY 13660 NBI No. 13660 On Under 1 Structure No. 5801R0440 X Control No. 001 Lane Ind. Milepoint 04400 Facility Carried WILL ROGERS TPI-44 Feature Intersected U.S. 59 UNDER Division 08 County 115 Location 0.3 MI N US 60 Sufficiency 94.6 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance _ Horizontal Clearance 68.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1956 ADT Total 15050 ADT Year 2004 Design Load HS 20 Skew 24 No. Main Spans 2 Road Width 82.799 Ref. Underclearance Rt. H Underclearance Right 8.701 Underclearance Left 6.001 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 82.999 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 210 Deck Width 85.4 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 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 24080 Future ADT Year 2024 Bypass Detour 1.242742 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 13660 ODOT County 58 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 37ft.,2-46ft.,37ft. I-BM. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 5801T0440 X H Index 97.9065 Latitude 36:43:24 Longitude -94:55:36 I257A _ I257B _ I257C 0 I257D _ I257E _ I263 _ Roadway Name _ Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 61.47 NBI Text 13660 Vault Link http://plansrv1/bridgemaintvault/b13660 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 36.72333333 Longitude DD -94.92666667 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14127 x -10567188.1964072 y 4400612.86383092
13659	5004 0064 X	13659	Murray	U.S. 77	CHIGLEY SANDY CREEK	5004 0064 X	50ft.-60ft.-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1956	34.51338889	-97.12214722	161.089	44	—	3	0	2	42	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.3	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 14126 BRKEY 13659 NBI No. 13659 On Under 1 Structure No. 5004 0064 X Control No. 004 Lane Ind. Milepoint 00640 Facility Carried U.S. 77 Feature Intersected CHIGLEY SANDY CREEK Division 07 County 099 Location .7 MI N OF JCT SH7 Sufficiency 92.3 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 44 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 1956 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 42 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 161.089 Deck Width 44 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 7 Sub Rating 7 Chan. Rating 7 Culv. Rating N Structure Rating 7 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67 HS Inv. Rating Method 1 HS Inv. Method 40 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3200 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 13659 ODOT County 50 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 50ft.-60ft.-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5004 0064 X H Index 99.8545 Latitude 34:30:48.2 Longitude -97:07:19.73 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 05-50 NBI Text 13659 Vault Link http://plansrv1/bridgemaintvault/b13659 GIS FO/SD Meets Standards H Inv. Method 32 Latitude DD 34.51338889 Longitude DD -97.12214722 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14126 x -10811587.9732797 y 4097947.70051616
13658	4806R0940 X	13658	Marshall	S.H. 32	BUNCOMBE CREEK	4806 0940 X	(3) 50ft. WF-BEAM SK 45°	1956	33.99832222	-96.78327222	152.9	31.001	—	3	45	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	33.4	Serious (3)	Poor (4)	Good (7)	Serious (3)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2200	2015	5	Unmatched
Raw data OBJECTID 14125 BRKEY 13658 NBI No. 13658 On Under 1 Structure No. 4806R0940 X Control No. 006 Lane Ind. Milepoint 09400 Facility Carried S.H. 32 Feature Intersected BUNCOMBE CREEK Division 02 County 095 Location 0.73 E JCT SH-99 Sufficiency 33.4 Kind Hwy 3 Level Service 1 Route No. 00032 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 1956 ADT Total 2200 ADT Year 2015 Design Load H 20 Skew 45 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 30 Span Type Main M Material 3 - Steel Design 02 Length 152.9 Deck Width 31.001 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 4 Super Rating 7 Sub Rating 3 Chan. Rating 7 Culv. Rating N Structure Rating 3 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 51.698 HS Inv. Rating Method 1 HS Inv. Method 30.975 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2035 Bypass Detour 13.048795 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 13658 ODOT County 48 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 50ft. WF-BEAM SK 45° Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4806 0940 X H Index 83.8821 Latitude 33:59:53.96 Longitude -96:46:59.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 32 Scour 3 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 13 NBI Text 13658 Vault Link http://plansrv1/bridgemaintvault/b13658 GIS FO/SD SD H Inv. Method 24.03 Latitude DD 33.99832222 Longitude DD -96.78327222 ODOT County Number 48 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14125 x -10773864.5808372 y 4028576.74349704
13567	6102 0493 X	13567	Pittsburg	U.S. 69	CREEK	6102 0493 X	(3) 8ft. X 7ft. X 141ft. RCB	1956	34.74170556	-95.89731667	26.001	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	58.7	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	16600	2022	5	Unmatched
Raw data OBJECTID 14124 BRKEY 13567 NBI No. 13567 On Under 1 Structure No. 6102 0493 X Control No. 002 Lane Ind. Milepoint 04930 Facility Carried U.S. 69 Feature Intersected CREEK Division 02 County 121 Location 1.4 N JCT SH 63 Sufficiency 58.7 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1956 ADT Total 16600 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 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 26.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 6 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 41.41 HS Inv. Rating Method 1 HS Inv. Method 24.84 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 26560 Future ADT Year 2042 Bypass Detour 44.117354 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13567 ODOT County 61 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 (3) 8ft. X 7ft. X 141ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6102 0493 X H Index 98.9761 Latitude 34:44:30.14 Longitude -95:53:50.34 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 69 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 004 NBI Text 13567 Vault Link http://plansrv1/bridgemaintvault/b13567 GIS FO/SD Meets Standards H Inv. Method 13.8 Latitude DD 34.74170556 Longitude DD -95.89731667 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14124 x -10675240.4601457 y 4128835.12681913
13566	2228 0432 X	13566	Dewey	S.H. 47	CREEK	2228 0432 X	2-10ft.X10ft.X59ft. RDY. R.C.B.	1956	35.84115	-99.28129167	22.966	61.001	—	2	0	2	59.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	590	2022	5	Unmatched
Raw data OBJECTID 14123 BRKEY 13566 NBI No. 13566 On Under 1 Structure No. 2228 0432 X Control No. 028 Lane Ind. Milepoint 04320 Facility Carried S.H. 47 Feature Intersected CREEK Division 05 County 043 Location 4.4 MI E JCT S.H. 34 Sufficiency 97.3 Kind Hwy 3 Level Service 1 Route No. 00047 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 59.003 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 1956 ADT Total 590 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 59.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 7 Appr. Roadway Width 27.001 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 61.001 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 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75.25 HS Inv. Rating Method 1 HS Inv. Method 45.06 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 944 Future ADT Year 2042 Bypass Detour 52.19518 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 13566 ODOT County 22 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X10ft.X59ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2228 0432 X H Index 91.42 Latitude 35:50:28.14 Longitude -99:16:52.65 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 47 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13566 Vault Link http://plansrv1/bridgemaintvault/b13566 GIS FO/SD Meets Standards H Inv. Method 25.03 Latitude DD 35.84115 Longitude DD -99.28129167 ODOT County Number 22 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14123 x -11051942.8340029 y 4278785.81343897
13565	5810 0430 X	13565	Ottawa	U.S. 60	CREEK	5810 0430 X	2-10ft. X 6ft. X 44ft. R.C. BOX WITH HANDRAILS	1956	36.74375833	-94.86143056	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.9	Satisfactory (6)	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	3700	2022	5	Unmatched
Raw data OBJECTID 14122 BRKEY 13565 NBI No. 13565 On Under 1 Structure No. 5810 0430 X Control No. 010 Lane Ind. Milepoint 04300 Facility Carried U.S. 60 Feature Intersected CREEK Division 08 County 115 Location 4.0 MI E US 69 Sufficiency 89.9 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 42.001 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 1956 ADT Total 3700 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 7 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 46.5 HS Inv. Rating Method 1 HS Inv. Method 27.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5920 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13565 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft. X 6ft. X 44ft. R.C. BOX WITH HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5810 0430 X H Index 99.1618 Latitude 36:44:37.53 Longitude -94:51:41.15 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 60 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13565 Vault Link http://plansrv1/bridgemaintvault/b13565 GIS FO/SD Meets Standards H Inv. Method 15.5 Latitude DD 36.74375833 Longitude DD -94.86143056 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14122 x -10559926.1458607 y 4403449.93393124
13564	2014 0398 X	13564	Custer	S.H. 33	CREEK	2014 0398 X	2-10ft.X3ft.X47ft. RDY. R.C.B.	1956	35.63863056	-99.32482222	21.982	49.003	—	2	0	2	47.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	92.7	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	900	2022	5	Unmatched
Raw data OBJECTID 14121 BRKEY 13564 NBI No. 13564 On Under 1 Structure No. 2014 0398 X Control No. 014 Lane Ind. Milepoint 03980 Facility Carried S.H. 33 Feature Intersected CREEK Division 05 County 039 Location 4.1 MI E JCT S.H. 34 Sufficiency 92.7 Kind Hwy 3 Level Service 1 Route No. 00033 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 47.001 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 1956 ADT Total 900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 47.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 3 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 21.982 Deck Width 49.003 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 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 50.52 HS Inv. Rating Method 1 HS Inv. Method 30.31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1440 Future ADT Year 2042 Bypass Detour 49.088324 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13564 ODOT County 20 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X3ft.X47ft. RDY. R.C.B. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2014 0398 X H Index 96.7 Latitude 35:38:19.07 Longitude -99:19:29.36 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 33 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13564 Vault Link http://plansrv1/bridgemaintvault/b13564 GIS FO/SD Meets Standards H Inv. Method 16.84 Latitude DD 35.63863056 Longitude DD -99.32482222 ODOT County Number 20 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14121 x -11056788.6326628 y 4251010.74627544
13563	1214 0357 X	13563	Choctaw	S.H. 93	CREEK	1214 0357 X	(2) 10ft. X 4ft. X 32ft. RCB	1956	34.04900556	-95.46938056	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	85.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2100	2022	5	Unmatched
Raw data OBJECTID 14120 BRKEY 13563 NBI No. 13563 On Under 1 Structure No. 1214 0357 X Control No. 014 Lane Ind. Milepoint 03570 Facility Carried S.H. 93 Feature Intersected CREEK Division 02 County 023 Location 3.57 N JCT US-70 Sufficiency 85.6 Kind Hwy 3 Level Service 1 Route No. 00093 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 32.001 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1956 ADT Total 2100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 Deck Width 0 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 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 44.1 HS Inv. Rating Method 1 HS Inv. Method 26.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3360 Future ADT Year 2042 Bypass Detour 36.039529 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13563 ODOT County 12 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 1.001 Rt. Curb SW 1.001 Description (2) 10ft. X 4ft. X 32ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1214 0357 X H Index 96.2421 Latitude 34:02:56.42 Longitude -95:28:09.77 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 93 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 018 NBI Text 13563 Vault Link http://plansrv1/bridgemaintvault/b13563 GIS FO/SD Meets Standards H Inv. Method 14.7 Latitude DD 34.04900556 Longitude DD -95.46938056 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14120 x -10627602.8302884 y 4035384.17517764
13562	3102 0149 X	13562	Haskell	S.H. 2	EAST BRANCH MILL CREEK	3102 0149 X	(2) 10ft. X 10ft. X 86ft. LONG RCB	1956	35.07873056	-95.319925	22.999	0	—	2	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1300	2022	5	Unmatched
Raw data OBJECTID 14119 BRKEY 13562 NBI No. 13562 On Under 1 Structure No. 3102 0149 X Control No. 002 Lane Ind. Milepoint 01490 Facility Carried S.H. 2 Feature Intersected EAST BRANCH MILL CREEK Division 01 County 061 Location 1.5 N LATIMER C/L Sufficiency 82 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1956 ADT Total 1300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 12 Appr. Roadway Width 30 Span Type Main M Material 1 - Concrete Design 19 Length 22.999 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 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 80.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2080 Future ADT Year 2042 Bypass Detour 57.166149 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 13562 ODOT County 31 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 10ft. X 86ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3102 0149 X H Index 67.0003 Latitude 35:04:43.43 Longitude -95:19:11.73 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 2 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 02-0149 NBI Text 13562 Vault Link http://plansrv1/bridgemaintvault/b13562 GIS FO/SD Meets Standards H Inv. Method 67.2 Latitude DD 35.07873056 Longitude DD -95.319925 ODOT County Number 31 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14119 x -10610965.513453 y 4174585.46651983
13855	1801T0863 X	13855	Craig	CO. RD. N4390	WILL ROGERS TP I-44 UND	1801T0890 X	35ft.,2-45ft.,35ft. I-BM S	1957	36.61021389	-95.1795	163.058	21.699	—	4	20	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	53.9	Fair (5)	Satisfactory (6)	Fair (5)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14118 BRKEY 13855 NBI No. 13855 On Under 1 Structure No. 1801T0863 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4390 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 035 Location 45.35 MI.NE OF TP GATE Sufficiency 53.9 Kind Hwy 4 Level Service 1 Route No. N4390 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 20 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 7.1 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 163.058 Deck Width 21.699 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 6 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 25 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1501 Max Measured Clearance 1501 Min Measured Clearance 1501 NBI Rating 13855 ODOT County 18 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 35ft.,2-45ft.,35ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1801T0890 X H Index 84.6593 Latitude 36:36:36.77 Longitude -95:10:46.2 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4380 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 45.35 NBI Text 13855 Vault Link http://plansrv1/bridgemaintvault/b13855 GIS FO/SD FO H Inv. Method 22.5 Latitude DD 36.61021389 Longitude DD -95.1795 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14118 x -10595333.4739584 y 4384914.00312775
13854	5801T0820 X	13854	Ottawa	CO. RD. E0170	WILL ROGERS TP I-44 UND	5801T0820 X	35ft.,2-45ft.,35ft. I-BM S	1957	36.77196667	-94.89356667	163.058	21.699	—	4	20	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	66	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14117 BRKEY 13854 NBI No. 13854 On Under 1 Structure No. 5801T0820 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0170 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 65.31 MI NE OF TP GATE Sufficiency 66 Kind Hwy 4 Level Service 1 Route No. E0170 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 20 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 6.601 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 163.058 Deck Width 21.699 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 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1500 Max Measured Clearance 1503 Min Measured Clearance 1500 NBI Rating 13854 ODOT County 58 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 35ft.,2-45ft.,35ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T0820 X H Index 90.3571 Latitude 36:46:19.08 Longitude -94:53:36.84 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E0170 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 65.31 NBI Text 13854 Vault Link http://plansrv1/bridgemaintvault/b13854 GIS FO/SD FO H Inv. Method 22.5 Latitude DD 36.77196667 Longitude DD -94.89356667 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14117 x -10563503.521262 y 4407369.36607714
13853	5801T0720 X	13853	Ottawa	CO. RD. E0180	WILL ROGERS TP I-44 UND	5801T0720 X	35ft.,2-45ft.,35ft. I-BM S	1957	36.75751667	-94.90031389	161.089	21.699	—	4	20	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14116 BRKEY 13853 NBI No. 13853 On Under 1 Structure No. 5801T0720 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0180 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 64.25 MI NE OF TP GATE Sufficiency 65 Kind Hwy 4 Level Service 1 Route No. E0180 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 20 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 161.089 Deck Width 21.699 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 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1500 Max Measured Clearance 1500 Min Measured Clearance 1500 NBI Rating 13853 ODOT County 58 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 35ft.,2-45ft.,35ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T0720 X H Index 87.2842 Latitude 36:45:27.06 Longitude -94:54:01.13 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E0180 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 64.25 NBI Text 13853 Vault Link http://plansrv1/bridgemaintvault/b13853 GIS FO/SD FO H Inv. Method 22.5 Latitude DD 36.75751667 Longitude DD -94.90031389 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14116 x -10564254.6183566 y 4405361.41829711
13852	4941T0640 X	13852	Mayes	CO. RD. N4290	WILL ROGERS TP I-44 UND	4941T0640 X	36ft.,2-45ft.,36ft. I-BM S	1957	36.45161111	-95.36408611	164.042	21.699	—	4	20	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	52.8	Fair (5)	Satisfactory (6)	Fair (5)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14115 BRKEY 13852 NBI No. 13852 On Under 1 Structure No. 4941T0640 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4290 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 097 Location 30.3 MI.NE OF TP GATE Sufficiency 52.8 Kind Hwy 4 Level Service 1 Route No. N4290 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 20 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 164.042 Deck Width 21.699 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 6 Super Rating 5 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1502 Min Measured Clearance 1501 NBI Rating 13852 ODOT County 49 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 36ft.,2-45ft.,36ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4941T0640 X H Index 87.3743 Latitude 36:27:05.8 Longitude -95:21:50.71 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name N4290 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 30.27 NBI Text 13852 Vault Link http://plansrv1/bridgemaintvault/b13852 GIS FO/SD FO H Inv. Method 22.5 Latitude DD 36.45161111 Longitude DD -95.36408611 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14115 x -10615881.5057311 y 4362941.62548124
13851	5801T0610 X	13851	Ottawa	CO. RD. E0190	WILL ROGERS TP I-44 UND	5801T0610 X	36ft.,2-46ft.,36ft. I-BM S	1957	36.74304444	-94.90706389	165.026	26.001	—	4	20	2	23.999	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.8	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14114 BRKEY 13851 NBI No. 13851 On Under 1 Structure No. 5801T0610 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0190 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 63.18 MI NE OF TP GATE Sufficiency 70.8 Kind Hwy 4 Level Service 1 Route No. E0190 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 23.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 20 Skew 20 No. Main Spans 4 Road Width 23.999 Ref. Underclearance Rt. H Underclearance Right 8.002 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 23.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 165.026 Deck Width 26.001 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 60.848 HS Inv. Rating Method 1 HS Inv. Method 36.487 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1411 Max Measured Clearance 1411 Min Measured Clearance 1411 NBI Rating 13851 ODOT County 58 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft.,2-46ft.,36ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T0610 X H Index 96.6306 Latitude 36:44:34.96 Longitude -94:54:25.43 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E0190 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 63.18 NBI Text 13851 Vault Link http://plansrv1/bridgemaintvault/b13851 GIS FO/SD FO H Inv. Method 27.448 Latitude DD 36.74304444 Longitude DD -94.90706389 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14114 x -10565006.0249195 y 4403350.76056476
13850	5801T0230 X	13850	Ottawa	CO. RD. N4510	WILL ROGERS TP I-44 UND	5801T0230 X	37ft.,2-47ft.,37ft. I-BM S	1957	36.71204444	-94.963425	168.963	21.699	—	4	25	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.8	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14113 BRKEY 13850 NBI No. 13850 On Under 1 Structure No. 5801T0230 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4510 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 59.28 MI.NE OF TP GATE Sufficiency 68.8 Kind Hwy 4 Level Service 1 Route No. N4510 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 25 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 3 - Steel Design 02 Length 168.963 Deck Width 21.699 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 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 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 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1507 Min Measured Clearance 1501 NBI Rating 13850 ODOT County 58 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 37ft.,2-47ft.,37ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T0230 X H Index 90.3879 Latitude 36:42:43.36 Longitude -94:57:48.33 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. N4510 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 59.28 NBI Text 13850 Vault Link http://plansrv1/bridgemaintvault/b13850 GIS FO/SD FO H Inv. Method 27.2 Latitude DD 36.71204444 Longitude DD -94.963425 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14113 x -10571280.1149852 y 4399045.13997755
13753	5611 0775 X	13753	Okmulgee	U.S. 75	FLAT ROCK CREEK	5611 0775 X	(2) 10ft. X 10ft. X 167ft. LONG RCB SK 45°	1957	35.71445	-95.98902778	21	0	—	2	45	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	70	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	17500	2022	5	Unmatched
Raw data OBJECTID 14112 BRKEY 13753 NBI No. 13753 On Under 1 Structure No. 5611 0775 X Control No. 011 Lane Ind. Milepoint 07750 Facility Carried U.S. 75 Feature Intersected FLAT ROCK CREEK Division 01 County 111 Location 7.8 N JCT US-62 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 58 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 1957 ADT Total 17500 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 15 Appr. Roadway Width 57.999 Span Type Main M Material 1 - Concrete Design 19 Length 21 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 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 97.3 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 28000 Future ADT Year 2042 Bypass Detour 9.941939 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13753 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (2) 10ft. X 10ft. X 167ft. LONG RCB SK 45° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5611 0775 X H Index 95.1058 Latitude 35:42:52.02 Longitude -95:59:20.5 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 75 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-0775 NBI Text 13753 Vault Link http://plansrv1/bridgemaintvault/b13753 GIS FO/SD Meets Standards H Inv. Method 82.3 Latitude DD 35.71445 Longitude DD -95.98902778 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14112 x -10685449.694211 y 4261400.93472032
13752	4002 0634 X	13752	Le Flore	U.S. 59	LITTLE BRUSHY CREEK	4002 0634 X	(3) 10ft. X 10ft. X 56ft. RCB	1957	34.71956944	-94.56125833	33.999	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	870	2022	5	Unmatched
Raw data OBJECTID 14111 BRKEY 13752 NBI No. 13752 On Under 1 Structure No. 4002 0634 X Control No. 002 Lane Ind. Milepoint 06340 Facility Carried U.S. 59 Feature Intersected LITTLE BRUSHY CREEK Division 02 County 079 Location 2.08 E JCT US-259 Sufficiency 94.1 Kind Hwy 2 Level Service 1 Route No. 00059 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 56.001 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1957 ADT Total 870 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 6 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 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 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1392 Future ADT Year 2042 Bypass Detour 41.5 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 13752 ODOT County 40 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 10ft. X 56ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4002 0634 X H Index 97.01 Latitude 34:43:10.45 Longitude -94:33:40.53 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 59 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 005 NBI Text 13752 Vault Link http://plansrv1/bridgemaintvault/b13752 GIS FO/SD Meets Standards H Inv. Method 64.2 Latitude DD 34.71956944 Longitude DD -94.56125833 ODOT County Number 40 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14111 x -10526511.1260668 y 4125836.75354733
13751	5611 0531 X	13751	Okmulgee	U.S. 75	NEGRO CREEK	5611 0531 X	(3) 10ft. X 10ft. X 133ft. LONG RCB	1957	35.68453056	-95.96761389	32	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	76.4	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	18900	2022	5	Unmatched
Raw data OBJECTID 14110 BRKEY 13751 NBI No. 13751 On Under 1 Structure No. 5611 0531 X Control No. 011 Lane Ind. Milepoint 05310 Facility Carried U.S. 75 Feature Intersected NEGRO CREEK Division 01 County 111 Location 5.31 N JCT US-62 Sufficiency 76.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 58 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 1957 ADT Total 18900 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 57.999 Span Type Main M Material 1 - Concrete Design 19 Length 32 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 8 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.97 HS Inv. Rating Method 1 HS Inv. Method 98.17 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 30240 Future ADT Year 2042 Bypass Detour 4.97097 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13751 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 10ft. X 133ft. LONG RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5611 0531 X H Index 98.0151 Latitude 35:41:04.31 Longitude -95:58:03.41 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 11-0531 NBI Text 13751 Vault Link http://plansrv1/bridgemaintvault/b13751 GIS FO/SD Meets Standards H Inv. Method 54.55 Latitude DD 35.68453056 Longitude DD -95.96761389 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 14110 x -10683065.9108803 y 4257299.63786956
13750	0429 0402 X	13750	Beaver	S.H. 23	CREEK	0429 0402 X	3-10ft.X 4ft.X 32.3ft. R.C.BOX WITH HANDRAILS	1957	36.96500556	-100.49502778	32.152	32.3	—	3	0	2	30.299	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	88.3	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	520	2022	5	Unmatched
Raw data OBJECTID 14109 BRKEY 13750 NBI No. 13750 On Under 1 Structure No. 0429 0402 X Control No. 029 Lane Ind. Milepoint 04020 Facility Carried S.H. 23 Feature Intersected CREEK Division 06 County 007 Location 4.0 MI.N. JCT. US64 Sufficiency 88.3 Kind Hwy 3 Level Service 1 Route No. 00023 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30.299 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 1957 ADT Total 520 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30.299 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 23.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 Deck Width 32.3 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.25 HS Inv. Rating Method 1 HS Inv. Method 25.95 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 832 Future ADT Year 2042 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit nr Narrow or 1 Lane N Advanced Warning Sign N Existing Posting n Max Measured Clearance n Min Measured Clearance n NBI Rating 13750 ODOT County 04 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 4ft.X 32.3ft. R.C.BOX WITH HANDRAILS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0429 0402 X H Index 87.3759 Latitude 36:57:54.02 Longitude -100:29:42.1 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 23 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13750 Vault Link http://plansrv1/bridgemaintvault/b13750 GIS FO/SD Meets Standards H Inv. Method 14.41 Latitude DD 36.96500556 Longitude DD -100.49502778 ODOT County Number 4 Maint. Dist. 6 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14109 x -11187055.3197255 y 4434230.13545003
13749	6602 0024WX	13749	Rogers	S.H. 66 SB	CREEK	6602 0024WX	3-10ft.X12ft.X274ft. RCB	1957	36.16570556	-95.75258333	35	0	—	3	0	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	11300	2022	5	Unmatched
Raw data OBJECTID 14108 BRKEY 13749 NBI No. 13749 On Under 1 Structure No. 6602 0024WX Control No. 002 Lane Ind. W Milepoint 00240 Facility Carried S.H. 66 SB Feature Intersected CREEK Division 08 County 131 Location 0.7 MI E TULSA-ROGERS Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 33.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1957 ADT Total 11300 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 1 Fill RCB 35 Appr. Roadway Width 33.999 Span Type Main M Material 1 - Concrete Design 19 Length 35 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 4 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 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.1 HS Inv. Rating Method 2 HS Inv. Method 36 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 18080 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13749 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 3-10ft.X12ft.X274ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6602 0024WX H Index 94.3154 Latitude 36:09:56.54 Longitude -95:45:09.3 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 66 SB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13749 Vault Link http://plansrv1/bridgemaintvault/b13749 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.16570556 Longitude DD -95.75258333 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14108 x -10659128.8184361 y 4323446.22203303
13748	6602 0024EX	13748	Rogers	S.H. 66	CREEK	6602 0024EX	3-10ft.X12ft.X250ft. RCB	1957	36.16532222	-95.75061944	35	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.9	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	10000	2022	5	Unmatched
Raw data OBJECTID 14107 BRKEY 13748 NBI No. 13748 On Under 1 Structure No. 6602 0024EX Control No. 002 Lane Ind. E Milepoint 00240 Facility Carried S.H. 66 Feature Intersected CREEK Division 08 County 131 Location 0.7 MI E TULSA-ROGERS Sufficiency 96.9 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1957 ADT Total 10000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 35 Appr. Roadway Width 38.058 Span Type Main M Material 1 - Concrete Design 19 Length 35 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 100 HS Inv. Rating Method 1 HS Inv. Method 100 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16000 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13748 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 3-10ft.X12ft.X250ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6602 0024EX H Index 92.685 Latitude 36:09:55.16 Longitude -95:45:02.23 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 66 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 13748 Vault Link http://plansrv1/bridgemaintvault/b13748 GIS FO/SD Meets Standards H Inv. Method 99.9 Latitude DD 36.16532222 Longitude DD -95.75061944 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14107 x -10658910.1992013 y 4323393.36388066
13657	7218 0527WX	13657	Tulsa	U.S. 75 SB	NICKLE CREEK	7218 0527WX	3-50ft. I-BM. SPANS	1956	36.02110556	-96.01173889	150.919	31.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.4	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	24950	2022	5	Unmatched
Raw data OBJECTID 14106 BRKEY 13657 NBI No. 13657 On Under 1 Structure No. 7218 0527WX Control No. 018 Lane Ind. W Milepoint 05270 Facility Carried U.S. 75 SB Feature Intersected NICKLE CREEK Division 08 County 143 Location 5.2 MI N JCT SH-67 Sufficiency 77.4 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 27.999 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 1956 ADT Total 24950 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 31.001 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 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 5 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 52.8 HS Inv. Rating Method 1 HS Inv. Method 31.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 39920 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13657 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-50ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7218 0527WX H Index 96.531 Latitude 36:01:15.98 Longitude -96:00:42.26 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13657 Vault Link http://plansrv1/bridgemaintvault/b13657 GIS FO/SD FO H Inv. Method 24.5 Latitude DD 36.02110556 Longitude DD -96.01173889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 14106 x -10687977.8834115 y 4303525.85329878
13656	6602R0536EX	13656	Rogers	S.H. 66	CREEK	6602 0536EX	6-25ft.CONC SLAB SPANS	1956	36.22516944	-95.70442222	149.934	33.136	—	6	0	2	27.887	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	47	Poor (4)	Fair (5)	Fair (5)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	8550	2012	5	Unmatched
Raw data OBJECTID 14105 BRKEY 13656 NBI No. 13656 On Under 1 Structure No. 6602R0536EX Control No. 002 Lane Ind. E Milepoint 05360 Facility Carried S.H. 66 Feature Intersected CREEK Division 08 County 131 Location 5.0 MI N JCT I 44 Sufficiency 47 Kind Hwy 3 Level Service 1 Route No. 00066 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.887 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 1956 ADT Total 8550 ADT Year 2012 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 27.887 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 33.793 Span Type Main M Material 1 - Concrete Design 01 Length 149.934 Deck Width 33.136 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 4 Deck Rating 5 Super Rating 5 Sub Rating 4 Chan. Rating 7 Culv. Rating N Structure Rating 4 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.714 HS Inv. Rating Method 1 HS Inv. Method 28.219 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 13680 Future ADT Year 2032 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NA Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13656 ODOT County 66 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 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 6-25ft.CONC SLAB SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6602 0536EX H Index 67.8439 Latitude 36:13:30.61 Longitude -95:42:15.92 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 66 Scour 8 Design Structure 1 - Slab FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13656 Vault Link http://plansrv1/bridgemaintvault/b13656 GIS FO/SD SD H Inv. Method 15.653 Latitude DD 36.22516944 Longitude DD -95.70442222 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14105 x -10653767.5481949 y 4331648.73659539
13655	0620R0334 X	13655	Blaine	S.H. 51	N. CANADIAN RIVER O'FLOW	0620 0334 X	3-50ft. I-BEAM SPANS	1956	36.05568333	-98.57799444	150.919	31.001	—	3	0	2	28.002	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	61.3	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	2200	2016	5	Unmatched
Raw data OBJECTID 14104 BRKEY 13655 NBI No. 13655 On Under 1 Structure No. 0620R0334 X Control No. 020 Lane Ind. Milepoint 03340 Facility Carried S.H. 51 Feature Intersected N. CANADIAN RIVER O'FLOW Division 05 County 011 Location 3.4 MI E DEWEY C/L Sufficiency 61.3 Kind Hwy 3 Level Service 1 Route No. 00051 Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 28.002 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 1956 ADT Total 2200 ADT Year 2016 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 28.002 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 28.002 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 31.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 7 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 51.6 HS Inv. Rating Method 1 HS Inv. Method 31 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 3520 Future ADT Year 2036 Bypass Detour 47.22421 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 55 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13655 ODOT County 06 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 3-50ft. I-BEAM SPANS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 0620 0334 X H Index 87.9592 Latitude 36:03:20.46 Longitude -98:34:40.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 51 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 13655 Vault Link http://plansrv1/bridgemaintvault/b13655 GIS FO/SD Meets Standards H Inv. Method 23.9 Latitude DD 36.05568333 Longitude DD -98.57799444 ODOT County Number 6 Maint. Dist. 5 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14104 x -10973652.1444829 y 4308286.01989277
13653	6702R0880 X	13653	Seminole	U.S. 270	UP R.R. UNDER	6702 0880 X	45ft.-50ft.-45ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS	1956	35.174006	-96.580753	142.06	31.001	—	3	23	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	57.9	Fair (5)	Poor (4)	Satisfactory (6)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	6100	2019	5	Unmatched
Raw data OBJECTID 14102 BRKEY 13653 NBI No. 13653 On Under 1 Structure No. 6702R0880 X Control No. 002 Lane Ind. Milepoint 08800 Facility Carried U.S. 270 Feature Intersected UP R.R. UNDER Division 03 County 133 Location 6.6 MI SE SH 3 Sufficiency 57.9 Kind Hwy 2 Level Service 1 Route No. 00270 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 27.999 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 1956 ADT Total 6100 ADT Year 2019 Design Load H 20 Skew 23 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. R Underclearance Right 10.83 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 142.06 Deck Width 31.001 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 4 Super Rating 6 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 50 HS Inv. Rating Method 1 HS Inv. Method 29.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 9760 Future ADT Year 2039 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13653 ODOT County 67 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft.-50ft.-45ft. I-BM. SPANS SK60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6702 0880 X H Index 77.9286 Latitude 35:10:26.42 Longitude -96:34:50.71 I257A 1 I257B 1 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name U.S. 270 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete and Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13653 Vault Link http://plansrv1/bridgemaintvault/b13653 GIS FO/SD FOSD H Inv. Method 23.1 Latitude DD 35.174006 Longitude DD -96.580753 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14102 x -10751320.2443909 y 4187553.07910978
13652	5004 0798 X	13652	Murray	U.S. 77	KICKAPOO SANDY CREEK	5004 0798 X	40ft.-60ft.-40ft. I-BM. SPANS	1956	34.61206389	-97.15549444	142.001	33.166	—	3	30	2	31.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.7	Good (7)	Very good (8)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2000	2022	5	Unmatched
Raw data OBJECTID 14101 BRKEY 13652 NBI No. 13652 On Under 1 Structure No. 5004 0798 X Control No. 004 Lane Ind. Milepoint 07980 Facility Carried U.S. 77 Feature Intersected KICKAPOO SANDY CREEK Division 07 County 099 Location 8 MI N OF JCT SH7 Sufficiency 88.7 Kind Hwy 2 Level Service 1 Route No. 00077 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 31.001 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 1956 ADT Total 2000 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 31.001 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 3 - Steel Design 02 Length 142.001 Deck Width 33.166 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 8 Super Rating 7 Sub Rating 7 Chan. Rating 6 Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67 HS Inv. Rating Method 3 HS Inv. Method 40 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 3200 Future ADT Year 2042 Bypass Detour 16.777022 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 13652 ODOT County 50 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-60ft.-40ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5004 0798 X H Index 98.0982 Latitude 34:36:43.43 Longitude -97:09:19.78 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 77 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 09-50 NBI Text 13652 Vault Link http://plansrv1/bridgemaintvault/b13652 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 34.61206389 Longitude DD -97.15549444 ODOT County Number 50 Maint. Dist. 7 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14101 x -10815300.1688295 y 4111286.3509799
13560	6919 0010 X	13560	Stephens	S.H. 76	SALT CREEK	6919 0010 X	2-10ft.X 10ft.X 124ft. RDY	1956	34.641439	-97.597775	22.966	36.001	—	2	0	2	36.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.6	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Fair (5)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 14099 BRKEY 13560 NBI No. 13560 On Under 1 Structure No. 6919 0010 X Control No. 019 Lane Ind. Milepoint 00100 Facility Carried S.H. 76 Feature Intersected SALT CREEK Division 03 County 137 Location 0.2 MI N JCT SH 29 Sufficiency 84.6 Kind Hwy 3 Level Service 1 Route No. 00076 Service Type On 1 Service Type Off 5 Vertical Clearance N 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 1956 ADT Total 1400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 36.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 18 Appr. Roadway Width 36.001 Span Type Main M Material 1 - Concrete Design 19 Length 22.966 Deck Width 36.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 5 Structure Rating 5 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 54.7 HS Inv. Rating Method 1 HS Inv. Method 32.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 0 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13560 ODOT County 69 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-10ft.X 10ft.X 124ft. RDY Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6919 0010 X H Index 98.1711 Latitude 34:38:29.18 Longitude -97:35:51.99 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 76 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13560 Vault Link http://plansrv1/bridgemaintvault/b13560 GIS FO/SD Meets Standards H Inv. Method 18.2 Latitude DD 34.641439 Longitude DD -97.597775 ODOT County Number 69 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14099 x -10864534.6155565 y 4115260.26882683
13849	4941T0140 X	13849	Mayes	CO. RD. E0430	WILL ROGERS TP I-44 UND	4941T0140 X	36ft.,2-45ft.,36ft. I-BM S	1957	36.39473333	-95.42109167	164.042	21.699	—	4	20	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	65.9	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14094 BRKEY 13849 NBI No. 13849 On Under 1 Structure No. 4941T0140 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E0430 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 097 Location 25.2 MI.NE OF TP GATE Sufficiency 65.9 Kind Hwy 4 Level Service 1 Route No. E0430 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 20 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 7.001 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 3 - Steel Design 02 Length 164.042 Deck Width 21.699 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 7 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 50.4 HS Inv. Rating Method 1 HS Inv. Method 30.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1503 Min Measured Clearance 1500 NBI Rating 13849 ODOT County 49 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 36ft.,2-45ft.,36ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4941T0140 X H Index 87.55 Latitude 36:23:41.04 Longitude -95:25:15.93 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name E0430 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 25.19 NBI Text 13849 Vault Link http://plansrv1/bridgemaintvault/b13849 GIS FO/SD FO H Inv. Method 22.5 Latitude DD 36.39473333 Longitude DD -95.42109167 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14094 x -10622227.3356427 y 4355072.89166341
13848	6103 0368WX	13848	Pittsburg	U.S. 69	A OK R.R. UNDER	6103 0368WX	45ft. - 60ft. - 45ft. WF-BEAM SK 29°	1957	34.92361111	-95.74277778	151.903	48.999	—	3	20	3	46.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.9	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	13200	2022	5	Unmatched
Raw data OBJECTID 14093 BRKEY 13848 NBI No. 13848 On Under 1 Structure No. 6103 0368WX Control No. 003 Lane Ind. W Milepoint 03680 Facility Carried U.S. 69 Feature Intersected A OK R.R. UNDER Division 02 County 121 Location 3.68 N JCT US 69B Sufficiency 95.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 46.001 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 1957 ADT Total 13200 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 46.001 Ref. Underclearance Rt. R Underclearance Right 32.999 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 151.903 Deck Width 48.999 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 77.84 HS Inv. Rating Method 3 HS Inv. Method 60.05 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 21120 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2308 Min Measured Clearance 2207 NBI Rating 13848 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 45ft. - 60ft. - 45ft. WF-BEAM SK 29° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6103 0368WX H Index 92.6027 Latitude 34:55:25 Longitude -95:44:34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 017 NBI Text 13848 Vault Link http://plansrv1/bridgemaintvault/b13848 GIS FO/SD Meets Standards H Inv. Method 60.05 Latitude DD 34.92361111 Longitude DD -95.74277778 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 14093 x -10658037.2696031 y 4153505.03848567
13847	6103 0368EX	13847	Pittsburg	U.S. 69	A OK R.R. UNDER	6103 0368EX	45ft. - 60ft. - 45ft. WF-BEAM SK 29°	1957	34.92369722	-95.74253333	151.903	51.5	—	3	20	2	48.5	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	13250	2022	5	Unmatched
Raw data OBJECTID 14092 BRKEY 13847 NBI No. 13847 On Under 1 Structure No. 6103 0368EX Control No. 003 Lane Ind. E Milepoint 03680 Facility Carried U.S. 69 Feature Intersected A OK R.R. UNDER Division 02 County 121 Location 3.68 N JCT US 69B Sufficiency 97.9 Kind Hwy 2 Level Service 1 Route No. 00069 Service Type On 1 Service Type Off 2 Vertical Clearance N Horizontal Clearance 48.5 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 1957 ADT Total 13250 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 3 Road Width 48.5 Ref. Underclearance Rt. R Underclearance Right 32.999 Underclearance Left 17.001 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 48.5 Span Type Main M Material 3 - Steel Design 02 Length 151.903 Deck Width 51.5 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 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 9 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 78.77 HS Inv. Rating Method 1 HS Inv. Method 47.17 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 21200 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 50 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2309 Min Measured Clearance 2302 NBI Rating 13847 ODOT County 61 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 45ft. - 60ft. - 45ft. WF-BEAM SK 29° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6103 0368EX H Index 96.8676 Latitude 34:55:25.31 Longitude -95:44:33.12 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 69 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 016 NBI Text 13847 Vault Link http://plansrv1/bridgemaintvault/b13847 GIS FO/SD Meets Standards H Inv. Method 34.78 Latitude DD 34.92369722 Longitude DD -95.74253333 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 14092 x -10658010.0575536 y 4153516.72959309
13846	1801T1710 X	13846	Craig	CO. RD. N4460	WILL ROGERS TP I-44 UND	1801T1710 X	33ft.,2-43ft.,32ft. I-BM S	1957	36.67602778	-95.05338611	151.903	21.699	—	4	0	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	73.8	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	100	2022	5	Unmatched
Raw data OBJECTID 14091 BRKEY 13846 NBI No. 13846 On Under 1 Structure No. 1801T1710 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. N4460 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 035 Location 53.69 MI.NE OF TP.GATE Sufficiency 73.8 Kind Hwy 4 Level Service 1 Route No. 1858C Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 100 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 151.903 Deck Width 21.699 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 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 58.4 HS Inv. Rating Method 1 HS Inv. Method 35.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1503 Min Measured Clearance 1502 NBI Rating 13846 ODOT County 18 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 33ft.,2-43ft.,32ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1801T1710 X H Index 90.9958 Latitude 36:40:33.7 Longitude -95:03:12.19 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. 1858C Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 53.69 NBI Text 13846 Vault Link http://plansrv1/bridgemaintvault/b13846 GIS FO/SD FO H Inv. Method 25.4 Latitude DD 36.67602778 Longitude DD -95.05338611 ODOT County Number 18 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14091 x -10581294.5399416 y 4394044.93150829
13845	6127 0035 X	13845	Pittsburg	S.H. 2	MILLS CREEK	6127 0035 X	(3) 50ft. WF-BEAM	1957	35.096	-95.353	150.919	32.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78.2	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	B	1200	2022	5	Unmatched
Raw data OBJECTID 14090 BRKEY 13845 NBI No. 13845 On Under 1 Structure No. 6127 0035 X Control No. 027 Lane Ind. Milepoint 00350 Facility Carried S.H. 2 Feature Intersected MILLS CREEK Division 01 County 121 Location 2.5 S JCT SH-31 Sufficiency 78.2 Kind Hwy 3 Level Service 1 Route No. 00002 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 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 1957 ADT Total 1200 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 27.999 Span Type Main M Material 3 - Steel Design 02 Length 150.919 Deck Width 32.001 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 6 Super Rating 7 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 97.63 HS Inv. Rating Method 1 HS Inv. Method 58.58 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1920 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13845 ODOT County 61 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 0 Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 50ft. WF-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6127 0035 X H Index 91.5818 Latitude 35:05:45 Longitude -95:21:09 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 2 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 093 NBI Text 13845 Vault Link http://plansrv1/bridgemaintvault/b13845 GIS FO/SD Meets Standards H Inv. Method 45.3 Latitude DD 35.096 Longitude DD -95.353 ODOT County Number 61 Maint. Dist. 1 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14090 x -10614647.405611 y 4176934.82555727
13844	5801T2450 X	13844	Ottawa	CO. RD. D4642	WILL ROGERS TP I-44 UND	5801T2450 X	34ft.,2-43ft.,34ft. I-BM S	1957	36.934025	-94.71215	154.856	21.699	—	4	0	2	17.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Y	5000	2022	5	Unmatched
Raw data OBJECTID 14089 BRKEY 13844 NBI No. 13844 On Under 1 Structure No. 5801T2450 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. D4642 Feature Intersected WILL ROGERS TP I-44 UND Division 08 County 115 Location 81.6 MI NE OF TP GATE Sufficiency 69 Kind Hwy 4 Level Service 1 Route No. D4650 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 5000 ADT Year 2022 Design Load H 15 Skew 0 No. Main Spans 4 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 9.003 Underclearance Left 5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 17.999 Span Type Main M Material 3 - Steel Design 02 Length 154.856 Deck Width 21.699 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 56.2 HS Inv. Rating Method 1 HS Inv. Method 33.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 8000 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1504 Min Measured Clearance 1503 NBI Rating 13844 ODOT County 58 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 34ft.,2-43ft.,34ft. I-BM S Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T2450 X H Index 89.8362 Latitude 36:56:02.49 Longitude -94:42:43.74 I257A 0 I257B 0 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name D4642 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 81.66 NBI Text 13844 Vault Link http://plansrv1/bridgemaintvault/b13844 GIS FO/SD FO H Inv. Method 24.4 Latitude DD 36.934025 Longitude DD -94.71215 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14089 x -10543308.3099361 y 4429914.70846328
13747	6636R0357SX	13747	Rogers	I-44	CREEK	6636 0357SX	2-10ft.X8ft.X92ft. RCB	1957	36.16279167	-95.75433889	36.089	0	—	2	45	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	94.8	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	11 - Principal Arterial Interstate (Rural)	A	22500	2008	5	Unmatched
Raw data OBJECTID 14088 BRKEY 13747 NBI No. 13747 On Under 1 Structure No. 6636R0357SX Control No. 036 Lane Ind. S Milepoint 03570 Facility Carried I-44 Feature Intersected CREEK Division 08 County 131 Location .4 MI E TULSA-ROGERS Sufficiency 94.8 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1957 ADT Total 22500 ADT Year 2008 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 2 Fill RCB 2 Appr. Roadway Width 38.058 Span Type Main M Material 1 - Concrete Design 19 Length 36.089 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 0 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 6 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 49.053 HS Inv. Rating Method 2 HS Inv. Method 36.046 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 36000 Future ADT Year 2028 Bypass Detour 0.099997 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 13747 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 2-10ft.X8ft.X92ft. RCB Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 6636 0357SX H Index 98.1769 Latitude 36:09:46.05 Longitude -95:45:15.62 I257A _ I257B _ I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13747 Vault Link http://plansrv1/bridgemaintvault/b13747 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 36.16279167 Longitude DD -95.75433889 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14088 x -10659324.2464814 y 4323044.4367889
13746	6636 0357NX	13746	Rogers	I-44 WB	CREEK	6636 0357NX	2-10ft.X12ft.X212ft. RCB	1957	36.16414722	-95.75400556	36.089	0	—	2	45	3	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	79.8	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	22350	2022	5	Unmatched
Raw data OBJECTID 14087 BRKEY 13746 NBI No. 13746 On Under 1 Structure No. 6636 0357NX Control No. 036 Lane Ind. N Milepoint 03570 Facility Carried I-44 WB Feature Intersected CREEK Division 08 County 131 Location .4 MI E TULSA-ROGERS Sufficiency 79.8 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1957 ADT Total 22350 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 3 Fill RCB 25 Appr. Roadway Width 38.058 Span Type Main M Material 1 - Concrete Design 19 Length 36.089 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 7 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 35760 Future ADT Year 2042 Bypass Detour 0.099997 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 13746 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 2-10ft.X12ft.X212ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6636 0357NX H Index 90.17 Latitude 36:09:50.93 Longitude -95:45:14.42 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 WB Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13746 Vault Link http://plansrv1/bridgemaintvault/b13746 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.16414722 Longitude DD -95.75400556 ODOT County Number 66 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14087 x -10659287.1403555 y 4323231.34658096
13745	4941T0330 X	13745	Mayes	WILL ROGERS TPI-44	OSAGE CREEK	4941T0330 X	10ft.-12ft.-10ft. X 10ft.X226ft. RC BOX	1957	36.41893333	-95.398475	34.121	226.001	—	3	0	4	223.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	82	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	Y	16800	2022	5	Unmatched
Raw data OBJECTID 14086 BRKEY 13745 NBI No. 13745 On Under 1 Structure No. 4941T0330 X Control No. 041 Lane Ind. Milepoint 03300 Facility Carried WILL ROGERS TPI-44 Feature Intersected OSAGE CREEK Division 08 County 097 Location 27.3 MI.NE OF T.P.GATE Sufficiency 82 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 81.001 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1957 ADT Total 16800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 223.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 98.999 Deck Structure Type N No. Lanes 4 Fill RCB 35 Appr. Roadway Width 81.001 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 226.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 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 26880 Future ADT Year 2042 Bypass Detour 27.961703 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13745 ODOT County 49 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 10ft.-12ft.-10ft. X 10ft.X226ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4941T0330 X H Index 94.39 Latitude 36:25:08.16 Longitude -95:23:54.51 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 27.15 NBI Text 13745 Vault Link http://plansrv1/bridgemaintvault/b13745 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.41893333 Longitude DD -95.398475 ODOT County Number 49 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14086 x -10619709.6594548 y 4358420.12659402
13744	5801T0292 X	13744	Ottawa	WILL ROGERS TPI-44	CREEK	5801T0292 X	3-10ft.X 6ft.X195ft. RC BOX	1957	36.71587778	-94.95254444	32.001	222.001	—	3	0	4	220	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.1	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	01 - Principal Arterial Interstate (Rural)	Y	19900	2022	5	Unmatched
Raw data OBJECTID 14085 BRKEY 13744 NBI No. 13744 On Under 1 Structure No. 5801T0292 X Control No. 001 Lane Ind. Milepoint 02920 Facility Carried WILL ROGERS TPI-44 Feature Intersected CREEK Division 08 County 115 Location 59.90 MI NE OF TP GATE Sufficiency 93.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 81.001 Bridge System Y Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1957 ADT Total 19900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 220 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 26 Appr. Roadway Width 81.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 222.001 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 4 Culv. Rating 7 Structure Rating 7 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 31840 Future ADT Year 2042 Bypass Detour 1.242742 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 75 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13744 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 6ft.X195ft. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5801T0292 X H Index 96.7746 Latitude 36:42:57.16 Longitude -94:57:09.16 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 59.90 NBI Text 13744 Vault Link http://plansrv1/bridgemaintvault/b13744 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.71587778 Longitude DD -94.95254444 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14085 x -10570068.8965865 y 4399577.46219314
13743	6783 0280 X	13743	Seminole	U.S. 270B	CREEK	6783 0280 X	3-10ft.X 9ft.X 44ft. RDY R.C.BOX WITH PARAPETS	1957	35.158689	-96.502397	34.121	43.999	—	3	0	2	42.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	99.3	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	3000	2022	5	Unmatched
Raw data OBJECTID 14084 BRKEY 13743 NBI No. 13743 On Under 1 Structure No. 6783 0280 X Control No. 083 Lane Ind. Milepoint 02800 Facility Carried U.S. 270B Feature Intersected CREEK Division 03 County 133 Location 0.4 MI W SH 56 Sufficiency 99.3 Kind Hwy 2 Level Service 1 Route No. 0270B Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1957 ADT Total 3000 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 43.999 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 N Super Rating N Sub Rating N Chan. Rating 5 Culv. Rating 7 Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 6 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61.49 HS Inv. Rating Method 1 HS Inv. Method 36.89 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4800 Future ADT Year 2042 Bypass Detour 3.106856 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 30 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13743 ODOT County 67 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X 9ft.X 44ft. RDY R.C.BOX WITH PARAPETS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6783 0280 X H Index 98.3561 Latitude 35:09:31.28 Longitude -96:30:08.63 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 270B Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13743 Vault Link http://plansrv1/bridgemaintvault/b13743 GIS FO/SD Meets Standards H Inv. Method 20.49 Latitude DD 35.158689 Longitude DD -96.502397 ODOT County Number 67 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14084 x -10742597.6943703 y 4185467.31099393
13742	0714 0138 X	13742	Bryan	S.H. 70E	SASSAFRASS CREEK	0714 0138 X	(3) 10ft. X 10ft. X 30ft. RCB	1957	33.92501944	-96.34906667	33.999	32.001	—	3	0	2	30	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	89.1	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1600	2022	5	Unmatched
Raw data OBJECTID 14083 BRKEY 13742 NBI No. 13742 On Under 1 Structure No. 0714 0138 X Control No. 014 Lane Ind. Milepoint 01380 Facility Carried S.H. 70E Feature Intersected SASSAFRASS CREEK Division 02 County 013 Location 1.38 E JCT SH-78 Sufficiency 89.1 Kind Hwy 3 Level Service 1 Route No. 0070E Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 28.031 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 1957 ADT Total 1600 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 27.999 Span Type Main M Material 1 - Concrete Design 19 Length 33.999 Deck Width 32.001 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 6 Culv. Rating 6 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 62.79 HS Inv. Rating Method 1 HS Inv. Method 37.67 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2560 Future ADT Year 2042 Bypass Detour 24.854848 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 13742 ODOT County 07 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 10ft. X 30ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0714 0138 X H Index 93.4006 Latitude 33:55:30.07 Longitude -96:20:56.64 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 70E Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 061 NBI Text 13742 Vault Link http://plansrv1/bridgemaintvault/b13742 GIS FO/SD Meets Standards H Inv. Method 20.93 Latitude DD 33.92501944 Longitude DD -96.34906667 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14083 x -10725529.0401116 y 4018738.40692249
13651	5802 0727 X	13651	Ottawa	U.S. 60	U.S. 59 UNDER	5802 0727 X	30ft.-41ft.-41ft.-30ft. CONC	1956	36.71844444	-94.92755	144.029	62.999	—	4	0	4	57.999	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Open, no restriction (A)	68.3	Poor (4)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4300	2022	5	Unmatched
Raw data OBJECTID 14082 BRKEY 13651 NBI No. 13651 On Under 1 Structure No. 5802 0727 X Control No. Lane Ind. Milepoint Facility Carried U.S. 60 Feature Intersected U.S. 59 UNDER Division 08 County 115 Location 7.5 MI NW DELAWARE CO Sufficiency 68.3 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 57.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 06 - Minor Arterial (Rural) Year Built 1956 ADT Total 4300 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 4 Road Width 57.999 Ref. Underclearance Rt. H Underclearance Right 6.001 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 4 Fill RCB 0 Appr. Roadway Width 28.999 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 144.029 Deck Width 62.999 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 40 HS Inv. Rating Method 2 HS Inv. Method 19.8 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 6880 Future ADT Year 2042 Bypass Detour 19.883878 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1510 Max Measured Clearance 1609 Min Measured Clearance 1601 NBI Rating 13651 ODOT County 58 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.-41ft.-41ft.-30ft. CONC Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5802 0727 X H Index 99.7142 Latitude 36:43:06.4 Longitude -94:55:39.18 I257A 1 I257B 1 I257C 1 I257D 0 I257E 1 I263 2 Roadway Name U.S. 60 Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13651 Vault Link http://plansrv1/bridgemaintvault/b13651 GIS FO/SD Meets Standards H Inv. Method 19.8 Latitude DD 36.71844444 Longitude DD -94.92755 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 14082 x -10567286.528253 y 4399933.89993393
13650	4440R0496 X	13650	McClain	S.H. 74B	WALNUT CREEK O'FLOW	4440R0496 X	2-34ft.,40ft.,30ft. I-BM. TIMBER SPANS SK. 45 DEG.	1956	35.10166667	-97.565	138.123	20	—	4	45	2	18.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, posting would be required but bridge is exempt (D)	2	Critical (2)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1000	1999	5	Unmatched
Raw data OBJECTID 14081 BRKEY 13650 NBI No. 13650 On Under 1 Structure No. 4440R0496 X Control No. 040 Lane Ind. Milepoint 04960 Facility Carried S.H. 74B Feature Intersected WALNUT CREEK O'FLOW Division 03 County 087 Location 5.0 MI. E. JCT. SH76 Sufficiency 2 Kind Hwy 3 Level Service 6 Route No. 0074B Service Type On 1 Service Type Off 9 Vertical Clearance _ Horizontal Clearance 18.999 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 1956 ADT Total 1000 ADT Year 1999 Design Load Other or Unknown Skew 45 No. Main Spans 4 Road Width 18.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 26.001 Span Type Main M Material 3 - Steel Design 02 Length 138.123 Deck Width 20 Bridge Open Closed D TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 9 Deck Rating 4 Super Rating 4 Sub Rating 4 Chan. Rating 6 Culv. Rating N Structure Rating 2 Deck Geometry 2 Underclearance N Bridge Posting 5 Waterway Adequacy 4 Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 0 HS Inv. Rating Method 2 HS Inv. Method 0 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 1000 Future ADT Year 2017 Bypass Detour 19.262507 School Bus Rte. _ 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 13650 ODOT County 44 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 2-34ft.,40ft.,30ft. I-BM. TIMBER SPANS SK. 45 DEG. Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 4440R0496 X H Index 100 Latitude 35:06:06 Longitude -97:33:54 I257A _ I257B 1 I257C 1 I257D _ I257E _ I263 _ Roadway Name S.H. 74B Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 6 - Business Historical Significance 5 Local Bridge ID -1 NBI Text 13650 Vault Link http://plansrv1/bridgemaintvault/b13650 GIS FO/SD SD H Inv. Method 0 Latitude DD 35.10166667 Longitude DD -97.565 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 14081 x -10860886.1192457 y 4177705.83577563
13648	7278R0721SX	13648	Tulsa	I-44	DARLINGTON AVE UNDER	7278 0721SX	32ft.,44ft.,32ft.CONC RGD	1956	36.09969444	-95.915925	109.908	32.152	—	3	0	2	26.903	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Closed (K)	61.3	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	45450	2008	5	Unmatched
Raw data OBJECTID 14079 BRKEY 13648 NBI No. 13648 On Under 1 Structure No. 7278R0721SX Control No. 078 Lane Ind. S Milepoint 07210 Facility Carried I-44 Feature Intersected DARLINGTON AVE UNDER Division 08 County 143 Location 5.2 MI E JCT US 75 Sufficiency 61.3 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.903 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 1956 ADT Total 45450 ADT Year 2008 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 26.903 Ref. Underclearance Rt. H Underclearance Right 5.906 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 109.908 Deck Width 32.152 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 72720 Future ADT Year 2028 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1703 Min Measured Clearance 1609 NBI Rating 13648 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.,44ft.,32ft.CONC RGD Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7278 0721SX H Index 81.9354 Latitude 36:05:58.9 Longitude -95:54:57.33 I257A _ I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13648 Vault Link http://plansrv1/bridgemaintvault/b13648 GIS FO/SD Meets Standards H Inv. Method 16.204 Latitude DD 36.09969444 Longitude DD -95.915925 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14079 x -10677311.9299658 y 4314347.85838477
13647	7278R0721NX	13647	Tulsa	I-44	DARLINGTON AVENUE UNDER	7278 0721NX	33ft.,44ft.,32ft.CONT RGD	1956	36.099861	-95.916106	109.908	32.152	—	3	0	2	26.903	2 - Concrete Continuous	Frame (07)	M	Concrete cast-in-place (1)	Closed (K)	73.5	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	40000	2008	5	Unmatched
Raw data OBJECTID 14078 BRKEY 13647 NBI No. 13647 On Under 1 Structure No. 7278R0721NX Control No. 078 Lane Ind. N Milepoint 07210 Facility Carried I-44 Feature Intersected DARLINGTON AVENUE UNDER Division 08 County 143 Location 5.2 MI E JCT US 75 Sufficiency 73.5 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 26.903 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 1956 ADT Total 40000 ADT Year 2008 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 26.903 Ref. Underclearance Rt. H Underclearance Right 5.906 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 2 - Concrete Continuous Design 07 Length 109.908 Deck Width 32.152 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 2 HS Operating Rating 48.612 HS Inv. Rating Method 2 HS Inv. Method 35.715 H Operating Rating 2 H Inv. Rating Method 2 Future ADT 64000 Future ADT Year 2028 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1409 Max Measured Clearance 1504 Min Measured Clearance 1502 NBI Rating 13647 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,44ft.,32ft.CONT RGD Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7278 0721NX H Index 82.6409 Latitude 36:05:59.5 Longitude -95:54:57.98 I257A _ I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-44 Scour N Design Structure 7 - Frame (Except Frame Culverts) FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13647 Vault Link http://plansrv1/bridgemaintvault/b13647 GIS FO/SD Meets Standards H Inv. Method 16.204 Latitude DD 36.099861 Longitude DD -95.916106 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 14078 x -10677332.0787936 y 4314370.80585268
13646	5611 0227WX	13646	Okmulgee	U.S. 75 SB	OKMULGEE CREEK	5611 0227WX	35ft. - 40ft. - 35ft. I-BEAM	1956	35.64147778	-95.96210833	112.001	31.001	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70.5	Fair (5)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	9400	2022	5	Unmatched
Raw data OBJECTID 14077 BRKEY 13646 NBI No. 13646 On Under 1 Structure No. 5611 0227WX Control No. 011 Lane Ind. W Milepoint 02270 Facility Carried U.S. 75 SB Feature Intersected OKMULGEE CREEK Division 01 County 111 Location 2.27 N JCT US-62 Sufficiency 70.5 Kind Hwy 2 Level Service 1 Route No. 00075 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 27.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1956 ADT Total 9400 ADT Year 2022 Design Load H 20 Skew 0 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 52.999 Span Type Main M Material 3 - Steel Design 02 Length 112.001 Deck Width 31.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 3 Underclearance N Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.7 HS Inv. Rating Method 1 HS Inv. Method 26.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15040 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 13646 ODOT County 56 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 35ft. - 40ft. - 35ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5611 0227WX H Index 85.6178 Latitude 35:38:29.32 Longitude -95:57:43.59 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 75 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-0227W NBI Text 13646 Vault Link http://plansrv1/bridgemaintvault/b13646 GIS FO/SD FO H Inv. Method 18.1 Latitude DD 35.64147778 Longitude DD -95.96210833 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14077 x -10682453.0347446 y 4251400.74697849
13932	2405R0092 X	13932	Garfield	U.S. 60 / U.S. 81	BNSF R.R./ 2 ROADS UND	2405 0092 X	2 DOUBLE CONT. & 7 SIMPLE I-BM SPANS WITH 2-3ft. SIDEWALKS	1957	36.404236	-97.890069	651.001	64	—	4	16	4	58	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	40.6	Poor (4)	Poor (4)	Poor (4)	Poor (4)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	C	14600	2017	5	Unmatched
Raw data OBJECTID 14076 BRKEY 13932 NBI No. 13932 On Under 1 Structure No. 2405R0092 X Control No. 005 Lane Ind. Milepoint 00920 Facility Carried U.S. 60 / U.S. 81 Feature Intersected BNSF R.R./ 2 ROADS UND Division 04 County 047 Location .9 MI N JCT US 412 Sufficiency 40.6 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 5 Service Type Off 4 Vertical Clearance _ Horizontal Clearance 58 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1957 ADT Total 14600 ADT Year 2017 Design Load H 20 Skew 16 No. Main Spans 4 Road Width 58 Ref. Underclearance Rt. H Underclearance Right 6.2 Underclearance Left 5.2 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 54 Span Type Main M Material 4 - Steel Continuous Design 02 Length 651.001 Deck Width 64 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 4 Super Rating 4 Sub Rating 4 Chan. Rating N Culv. Rating N Structure Rating 4 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 39.9 HS Inv. Rating Method 1 HS Inv. Method 23.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23360 Future ADT Year 2037 Bypass Detour 34 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting 2106 Max Measured Clearance 2404 Min Measured Clearance 2109 NBI Rating 13932 ODOT County 24 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 3 Rt. Curb SW 3 Description 2 DOUBLE CONT. & 7 SIMPLE I-BM SPANS WITH 2-3ft. SIDEWALKS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2405 0092 X H Index 45.9783 Latitude 36:24:15.25 Longitude -97:53:24.25 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60, 81 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Structurally Deficient Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 13932 Vault Link http://plansrv1/bridgemaintvault/b13932 GIS FO/SD SD H Inv. Method 17.7 Latitude DD 36.404236 Longitude DD -97.890069 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 14076 x -10897072.6347984 y 4356387.13383674