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
17151	1036 1763 X	17151	Carter	I-35	CREEK	1036 1763 X	(3) 10ft. X 8ft. X 304ft. RCB SKEWED 30°	1968	34.32291667	-97.15512778	39.042	0	—	3	30	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	57.3	Fair (5)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	29700	2022	5	Unmatched
Raw data OBJECTID 16596 BRKEY 17151 NBI No. 17151 On Under 1 Structure No. 1036 1763 X Control No. 036 Lane Ind. Milepoint 17630 Facility Carried I-35 Feature Intersected CREEK Division 07 County 019 Location 8.5 MI N JCT SH142 Sufficiency 57.3 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 99.99 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 29700 ADT Year 2022 Design Load HS 20 Skew 30 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 13 Appr. Roadway Width 112.999 Span Type Main M Material 1 - Concrete Design 19 Length 39.042 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 6 Culv. Rating 7 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 39.5 HS Inv. Rating Method 1 HS Inv. Method 23.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47520 Future ADT Year 2042 Bypass Detour 11.184681 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 17151 ODOT County 10 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description (3) 10ft. X 8ft. X 304ft. RCB SKEWED 30° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 1763 X H Index 97.69 Latitude 34:19:22.5 Longitude -97:09:18.46 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 122 NBI Text 17151 Vault Link http://plansrv1/bridgemaintvault/b17151 GIS FO/SD Meets Standards H Inv. Method 17.6 Latitude DD 34.32291667 Longitude DD -97.15512778 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16596 x -10815259.352425 y 4072244.7016958
16969	7209 1251NXR	16969	Tulsa	S.H11 EB TO I244EB	I-244 / US 412 WB UNDER	7209 1251NX	41ft.,63ft.,41ft.CONT I-BM 30 DEG. SKEW	1967	36.162778	-95.882222	146.73	40	—	3	30	1	37	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93.7	Good (7)	Very good (8)	Excellent (9)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	35500	2022	5	Unmatched
Raw data OBJECTID 16589 BRKEY 16969 NBI No. 16969 On Under 1 Structure No. 7209 1251NXR Control No. Lane Ind. Milepoint Facility Carried S.H11 EB TO I244EB Feature Intersected I-244 / US 412 WB UNDER Division 08 County 143 Location 5.51 MI E JCT I 444 Sufficiency 93.7 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37 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 1967 ADT Total 35500 ADT Year 2022 Design Load NO VALUE GIVEN Skew 30 No. Main Spans 3 Road Width 37 Ref. Underclearance Rt. H Underclearance Right 7.999 Underclearance Left 2.001 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 37 Span Type Main M Material 4 - Steel Continuous Design 02 Length 146.73 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 8 Super Rating 9 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 67.8 HS Inv. Rating Method 3 HS Inv. Method 52.3 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 56800 Future ADT Year 2042 Bypass Detour 0.099997 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 1806 Min Measured Clearance 1710 NBI Rating 16969 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 2 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 41ft.,63ft.,41ft.CONT I-BM 30 DEG. SKEW Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1251NX H Index 62.3663 Latitude 36:09:46 Longitude -95:52:56 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 1 Roadway Name I-244 / US 412 WB UNDER Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 16969 Vault Link http://plansrv1/bridgemaintvault/b16969 GIS FO/SD FO H Inv. Method 48.7 Latitude DD 36.162778 Longitude DD -95.882222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16589 x -10673560.1291676 y 4323042.55191963
16968	4102 1356 X	16968	Lincoln	U.S. 62	SOUTH QUAPAW CREEK	4102 1356 X	3-45ft. I-BM. SPANS SK. 75 DEG. WITH 2-18 in. SAFETY CURBS	1967	35.50319167	-96.90789722	136.155	48.885	—	3	15	2	43.963	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.2	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	C	2900	2022	5	Unmatched
Raw data OBJECTID 16588 BRKEY 16968 NBI No. 16968 On Under 1 Structure No. 4102 1356 X Control No. 002 Lane Ind. Milepoint 13560 Facility Carried U.S. 62 Feature Intersected SOUTH QUAPAW CREEK Division 03 County 081 Location 13.7 MI E OK C/L Sufficiency 95.2 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.963 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 2900 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 43.963 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 136.155 Deck Width 48.885 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 64 HS Inv. Rating Method 1 HS Inv. Method 38 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 4640 Future ADT Year 2042 Bypass Detour 21.747992 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16968 ODOT County 41 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 6 Lft. Curb SW 1.64 Rt. Curb SW 1.64 Description 3-45ft. I-BM. SPANS SK. 75 DEG. WITH 2-18 in. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4102 1356 X H Index 99.0314 Latitude 35:30:11.49 Longitude -96:54:28.43 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16968 Vault Link http://plansrv1/bridgemaintvault/b16968 GIS FO/SD Meets Standards H Inv. Method 28 Latitude DD 35.50319167 Longitude DD -96.90789722 ODOT County Number 41 Maint. Dist. 3 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16588 x -10787737.7723773 y 4232474.88957684
16967	7209 1239SXR	16967	Tulsa	I-244 RAMP EB	I-244 RAMP W-N UNDER	7209 1239SXR	33ft.,65ft.,33ft.I-BM SPAN	1967	36.16222222	-95.88444444	137.661	22.999	—	3	52	1	20.013	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	36000	2022	5	Unmatched
Raw data OBJECTID 16587 BRKEY 16967 NBI No. 16967 On Under 1 Structure No. 7209 1239SXR Control No. Lane Ind. Milepoint Facility Carried I-244 RAMP EB Feature Intersected I-244 RAMP W-N UNDER Division 08 County 143 Location 5.39 MI E JCT I 444 Sufficiency 92.7 Kind Hwy 1 Level Service 7 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20.013 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 1967 ADT Total 36000 ADT Year 2022 Design Load HS 20 Skew 52 No. Main Spans 3 Road Width 20.013 Ref. Underclearance Rt. H Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 20 Span Type Main M Material 3 - Steel Design 02 Length 137.661 Deck Width 22.999 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 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 99.9 HS Inv. Rating Method 1 HS Inv. Method 66.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 57600 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1903 Min Measured Clearance 1611 NBI Rating 16967 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,65ft.,33ft.I-BM SPAN Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1239SXR H Index 97.8057 Latitude 36:09:44 Longitude -95:53:04 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 RAMP EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 16967 Vault Link http://plansrv1/bridgemaintvault/b16967 GIS FO/SD FO H Inv. Method 51.1 Latitude DD 36.16222222 Longitude DD -95.88444444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16587 x -10673807.5300567 y 4322965.91923201
16966	1406R1103WX	16966	Cleveland	I-35	5TH ST. UNDER	1406R1103WX	32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71-49-30	1967	35.34333333	-97.49333333	136.155	51.509	—	3	18	3	48.885	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	78	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	47300	2001	5	Unmatched
Raw data OBJECTID 16586 BRKEY 16966 NBI No. 16966 On Under 1 Structure No. 1406R1103WX Control No. 006 Lane Ind. W Milepoint 11030 Facility Carried I-35 Feature Intersected 5TH ST. UNDER Division 03 County 027 Location 11 MI N MCCLAIN C/L Sufficiency 78 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.885 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 1967 ADT Total 47300 ADT Year 2001 Design Load HS 20 Skew 18 No. Main Spans 3 Road Width 48.885 Ref. Underclearance Rt. H Underclearance Right 7.546 Underclearance Left 0 Deck Structure Type 1 No. Lanes 3 Fill RCB -1 Appr. Roadway Width 43.999 Span Type Main M Material 3 - Steel Design 02 Length 136.155 Deck Width 51.509 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 7 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 2 Bridge Posting 0 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 106470 Future ADT Year 2018 Bypass Detour 18.019764 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 16966 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71-49-30 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 1406R1103WX H Index 75.8214 Latitude 35:20:36 Longitude -97:29:36 I257A _ I257B 1 I257C 0 I257D _ I257E _ I263 _ Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16966 Vault Link http://plansrv1/bridgemaintvault/b16966 GIS FO/SD Meets Standards H Inv. Method -1 Latitude DD 35.34333333 Longitude DD -97.49333333 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16586 x -10852908.2220345 y 4210637.21181062
16965	1406 1103 X	16965	Cleveland	I-35	5TH ST. UNDER	1406 1103 X	32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71-30-00	1967	35.34352778	-97.49395278	134.514	124.672	—	3	19	6	121.391	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	113500	2022	5	Unmatched
Raw data OBJECTID 16585 BRKEY 16965 NBI No. 16965 On Under 1 Structure No. 1406 1103 X Control No. 006 Lane Ind. Milepoint 11030 Facility Carried I-35 Feature Intersected 5TH ST. UNDER Division 03 County 027 Location 11 MI N MCCLAIN C/L Sufficiency 81 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 48.885 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 1967 ADT Total 113500 ADT Year 2022 Design Load HS 20 Skew 19 No. Main Spans 3 Road Width 121.391 Ref. Underclearance Rt. H Underclearance Right 7.546 Underclearance Left 0 Deck Structure Type 1 No. Lanes 6 Fill RCB Appr. Roadway Width 121.001 Span Type Main M Material 3 - Steel Design 02 Length 134.514 Deck Width 124.672 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 63 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 181600 Future ADT Year 2042 Bypass Detour 18.019764 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1402 Max Measured Clearance 1405 Min Measured Clearance 1405 NBI Rating 16965 ODOT County 14 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71-30-00 Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1406 1103 X H Index 98.3789 Latitude 35:20:36.7 Longitude -97:29:38.23 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16965 Vault Link http://plansrv1/bridgemaintvault/b16965 GIS FO/SD FO H Inv. Method 24 Latitude DD 35.34352778 Longitude DD -97.49395278 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16585 x -10852977.1788931 y 4210663.74864108
16964	6822 1100 X	16964	Sequoyah	N4550 RD	I-40 UNDER	6822 1100 X	35ft. - (2) 80ft. CONTINUOUS - 35ft. I-BEAM SK 24°	1967	35.45918056	-94.92029722	230	28	—	2	24	2	24	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.2	Satisfactory (6)	Satisfactory (6)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	A	125	2022	5	Unmatched
Raw data OBJECTID 16584 BRKEY 16964 NBI No. 16964 On Under 1 Structure No. 6822 1100 X Control No. Lane Ind. Milepoint Facility Carried N4550 RD Feature Intersected I-40 UNDER Division 01 County 135 Location 11.00 E MUSKOGEE C/L Sufficiency 82.2 Kind Hwy 4 Level Service 1 Route No. N4550 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 24 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1967 ADT Total 125 ADT Year 2022 Design Load H 15 Skew 24 No. Main Spans 2 Road Width 24 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 9.5 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 24 Span Type Main M Material 4 - Steel Continuous Design 02 Length 230 Deck Width 28 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 7 HS Operating Rating Method 1 HS Operating Rating 42.5 HS Inv. Rating Method 1 HS Inv. Method 25.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 200 Future ADT Year 2042 Bypass Detour 2 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1606 Max Measured Clearance 1802 Min Measured Clearance 1609 NBI Rating 16964 ODOT County 68 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 0 Lft. Curb SW 2 Rt. Curb SW 2 Description 35ft. - (2) 80ft. CONTINUOUS - 35ft. I-BEAM SK 24° Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1100 X H Index 96.9713 Latitude 35:27:33.05 Longitude -94:55:13.07 I257A 0 I257B 0 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name N4550 RD Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1100 NBI Text 16964 Vault Link http://plansrv1/bridgemaintvault/b16964 GIS FO/SD Meets Standards H Inv. Method 14.1 Latitude DD 35.45918056 Longitude DD -94.92029722 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16584 x -10566479.1524766 y 4226458.3630433
17237	1223T0310 X	17237	Choctaw	CO. RD. E2030	IND. NATION TP UNDER	1223T0310 X	2-73ft. PC BM SPANS	1968	34.06972222	-95.55916667	147.966	22.999	—	2	15	2	17.999	5 - Prestressed Concrete	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.5	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	07 - Major Collector (Rural)	Z	100	2022	5	Unmatched
Raw data OBJECTID 16583 BRKEY 17237 NBI No. 17237 On Under 1 Structure No. 1223T0310 X Control No. Lane Ind. Milepoint Facility Carried CO. RD. E2030 Feature Intersected IND. NATION TP UNDER Division 02 County 023 Location 101.1 MI'S S. JCT I-40 Sufficiency 87.5 Kind Hwy 4 Level Service 1 Route No. E2030 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 17.999 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 07 - Major Collector (Rural) Year Built 1968 ADT Total 100 ADT Year 2022 Design Load H 20 Skew 15 No. Main Spans 2 Road Width 17.999 Ref. Underclearance Rt. H Underclearance Right 18.002 Underclearance Left 4.003 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 21.001 Span Type Main M Material 5 - Prestressed Concrete Design 02 Length 147.966 Deck Width 22.999 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 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 4 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 5 HS Operating Rating Method 1 HS Operating Rating 65.698 HS Inv. Rating Method 1 HS Inv. Method 32.739 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 160 Future ADT Year 2042 Bypass Detour 8.077825 School Bus Rte. 1 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1607 Max Measured Clearance 1607 Min Measured Clearance 1607 NBI Rating 17237 ODOT County 12 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 2-73ft. PC BM SPANS Route Flag Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1223T0310 X H Index 99.827 Latitude 34:04:11 Longitude -95:33:33 I257A 0 I257B 0 I257C 1 I257D 1 I257E 0 I263 0 Roadway Name CO. RD. E2030 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 101.24 NBI Text 17237 Vault Link http://plansrv1/bridgemaintvault/b17237 GIS FO/SD Meets Standards H Inv. Method 27.778 Latitude DD 34.06972222 Longitude DD -95.55916667 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16583 x -10637597.774334 y 4038167.8633799
17236	7286 0844SX	17236	Tulsa	U.S. 64 EB	MAIN ST. UNDER	7286 0844SX	33ft.-74ft.-33ft. I-BM. SPANS SK79 DEG. 44ft.48ft.	1968	36.13684722	-96.11045833	138.123	48.999	—	3	1	3	46.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	87.9	Satisfactory (6)	Satisfactory (6)	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	13000	2022	5	Unmatched
Raw data OBJECTID 16582 BRKEY 17236 NBI No. 17236 On Under 1 Structure No. 7286 0844SX Control No. 086 Lane Ind. S Milepoint 08440 Facility Carried U.S. 64 EB Feature Intersected MAIN ST. UNDER Division 08 County 143 Location 0.3 MI E JCT SH 97 Sufficiency 87.9 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y 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 1968 ADT Total 13000 ADT Year 2022 Design Load HS 20 Skew 1 No. Main Spans 3 Road Width 46.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 3 Fill RCB Appr. Roadway Width 53.999 Span Type Main M Material 3 - Steel Design 02 Length 138.123 Deck Width 48.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 79 HS Inv. Rating Method 1 HS Inv. Method 47.4 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 20800 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1700 Min Measured Clearance 1607 NBI Rating 17236 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.-74ft.-33ft. I-BM. SPANS SK79 DEG. 44ft.48ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0844SX H Index 85.2266 Latitude 36:08:12.65 Longitude -96:06:37.65 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17236 Vault Link http://plansrv1/bridgemaintvault/b17236 GIS FO/SD FO H Inv. Method 36.1 Latitude DD 36.13684722 Longitude DD -96.11045833 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16582 x -10698967.2812037 y 4319467.71315696
17235	7286 0844NX	17235	Tulsa	U.S. 64 WB	MAIN ST. UNDER	7286 0844NX	33ft.-74ft.-33ft. I-BM. SPANS SK79 DEG. 48ft.44ft.	1968	36.137175	-96.11046111	138.123	40	—	3	11	2	37.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.7	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	C	25350	2022	5	Unmatched
Raw data OBJECTID 16581 BRKEY 17235 NBI No. 17235 On Under 1 Structure No. 7286 0844NX Control No. 086 Lane Ind. N Milepoint 08440 Facility Carried U.S. 64 WB Feature Intersected MAIN ST. UNDER Division 08 County 143 Location 0.3 MI E JCT SH 97 Sufficiency 77.7 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 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 1968 ADT Total 25350 ADT Year 2022 Design Load HS 20 Skew 11 No. Main Spans 3 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 3 - Steel Design 02 Length 138.123 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.6 HS Inv. Rating Method 1 HS Inv. Method 49.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 40560 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1502 Max Measured Clearance 1509 Min Measured Clearance 1506 NBI Rating 17235 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.-74ft.-33ft. I-BM. SPANS SK79 DEG. 48ft.44ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0844NX H Index 84.1831 Latitude 36:08:13.83 Longitude -96:06:37.66 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17235 Vault Link http://plansrv1/bridgemaintvault/b17235 GIS FO/SD FO H Inv. Method 33.2 Latitude DD 36.137175 Longitude DD -96.11046111 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16581 x -10698967.5906719 y 4319512.89380442
17234	7286 0815NX	17234	Tulsa	U.S. 64 WB	S.H. 97 UNDER	7286 0815NX	74ft.-63ft. I-BM. SPANS	1968	36.13684444	-96.11554167	139.108	40	—	2	0	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.5	Satisfactory (6)	Satisfactory (6)	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	15900	2022	5	Unmatched
Raw data OBJECTID 16580 BRKEY 17234 NBI No. 17234 On Under 1 Structure No. 7286 0815NX Control No. 086 Lane Ind. N Milepoint 08150 Facility Carried U.S. 64 WB Feature Intersected S.H. 97 UNDER Division 08 County 143 Location 8.1 MI SE C/L Sufficiency 81.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 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 1968 ADT Total 15900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 139.108 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.8 HS Inv. Rating Method 1 HS Inv. Method 26.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25440 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1600 Min Measured Clearance 1504 NBI Rating 17234 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 74ft.-63ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0815NX H Index 84.1061 Latitude 36:08:12.64 Longitude -96:06:55.95 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17234 Vault Link http://plansrv1/bridgemaintvault/b17234 GIS FO/SD FO H Inv. Method 14.9 Latitude DD 36.13684444 Longitude DD -96.11554167 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16580 x -10699533.1560241 y 4319467.32996721
17233	7286 0815SX	17233	Tulsa	U.S. 64 EB	S.H. 97 UNDER	7286 0815SX	74ft.-63ft. I-BM. SPANS	1968	36.13655	-96.11553889	139.108	40	—	2	0	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	81.5	Satisfactory (6)	Satisfactory (6)	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	10350	2022	5	Unmatched
Raw data OBJECTID 16579 BRKEY 17233 NBI No. 17233 On Under 1 Structure No. 7286 0815SX Control No. 086 Lane Ind. S Milepoint 08150 Facility Carried U.S. 64 EB Feature Intersected S.H. 97 UNDER Division 08 County 143 Location 8.1 MI SE C/L Sufficiency 81.5 Kind Hwy 2 Level Service 1 Route No. 00064 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 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 1968 ADT Total 10350 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 3.999 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 40 Span Type Main M Material 4 - Steel Continuous Design 02 Length 139.108 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.8 HS Inv. Rating Method 1 HS Inv. Method 26.9 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 16560 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1503 Max Measured Clearance 1801 Min Measured Clearance 1717 NBI Rating 17233 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 74ft.-63ft. I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7286 0815SX H Index 84.7862 Latitude 36:08:11.58 Longitude -96:06:55.94 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 2 Roadway Name U.S. 64 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17233 Vault Link http://plansrv1/bridgemaintvault/b17233 GIS FO/SD FO H Inv. Method 14.9 Latitude DD 36.13655 Longitude DD -96.11553889 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16579 x -10699532.8465559 y 4319426.745012
17232	0726 0103 X	17232	Bryan	S.H. 22	UP R.R. UNDER	0726 0103 X	(3) 45ft. WF-BEAM SK 15°	1968	34.124961	-96.257769	136.001	32.999	—	3	15	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	07 - Major Collector (Rural)	B	1500	2022	5	Unmatched
Raw data OBJECTID 16578 BRKEY 17232 NBI No. 17232 On Under 1 Structure No. 0726 0103 X Control No. 026 Lane Ind. Milepoint 01030 Facility Carried S.H. 22 Feature Intersected UP R.R. UNDER Division 02 County 013 Location 1.03 E JCT US-69 Sufficiency 77.9 Kind Hwy 3 Level Service 1 Route No. 00022 Service Type On 1 Service Type Off 2 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 1968 ADT Total 1500 ADT Year 2022 Design Load H 20 Skew 15 No. Main Spans 3 Road Width 27.999 Ref. Underclearance Rt. R Underclearance Right 17.5 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 136.001 Deck Width 32.999 Bridge Open Closed A TSF Rail 1 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating 6 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 5 Underclearance 7 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44 HS Inv. Rating Method 1 HS Inv. Method 26 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2400 Future ADT Year 2042 Bypass Detour 21.747992 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 45 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 2303 Min Measured Clearance 2303 NBI Rating 17232 ODOT County 07 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 1.499 Rt. Curb SW 1.499 Description (3) 45ft. WF-BEAM SK 15° Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0726 0103 X H Index 84.6447 Latitude 34:07:29.86 Longitude -96:15:27.97 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 22 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 093 NBI Text 17232 Vault Link http://plansrv1/bridgemaintvault/b17232 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.124961 Longitude DD -96.257769 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16578 x -10715365.8299765 y 4045593.602673
17150	3304 1761 X	17150	Jackson	U.S. 62	CREEK	3304 1761 X	3-10ft.X6ft.X142ft. RDY. R.C.BOX	1968	34.63785833	-99.11246389	33.136	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4200	2022	5	Unmatched
Raw data OBJECTID 16577 BRKEY 17150 NBI No. 17150 On Under 1 Structure No. 3304 1761 X Control No. 004 Lane Ind. Milepoint 17610 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 065 Location 0.8 MI W TILLMAN C/L Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 1968 ADT Total 4200 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 76.001 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 7 Culv. Rating 7 Structure Rating 7 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.053 HS Inv. Rating Method 1 HS Inv. Method 36.046 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17150 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.X6ft.X142ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 1761 X H Index 95.05 Latitude 34:38:16.29 Longitude -99:06:44.87 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 -1 NBI Text 17150 Vault Link http://plansrv1/bridgemaintvault/b17150 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 34.63785833 Longitude DD -99.11246389 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16577 x -11033149.0115015 y 4114775.79402385
17149	3304 1575 X	17149	Jackson	U.S. 62	CREEK	3304 1575 X	3-10ft.X6ft.X137ft. RDY. R.C.BOX	1968	34.63790833	-99.14511944	33.136	139.003	—	3	0	4	137.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	84.9	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4200	2022	5	Unmatched
Raw data OBJECTID 16576 BRKEY 17149 NBI No. 17149 On Under 1 Structure No. 3304 1575 X Control No. 004 Lane Ind. Milepoint 15750 Facility Carried U.S. 62 Feature Intersected CREEK Division 05 County 065 Location 2.6 MI W TILLMAN C/L Sufficiency 84.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 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 1968 ADT Total 4200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 137.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 6 Appr. Roadway Width 76.001 Span Type Main M Material 1 - Concrete Design 19 Length 33.136 Deck Width 139.003 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 131.7 HS Inv. Rating Method 1 HS Inv. Method 79 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6720 Future ADT Year 2042 Bypass Detour 41.010498 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17149 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.X6ft.X137ft. RDY. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 3304 1575 X H Index 94.06 Latitude 34:38:16.47 Longitude -99:08:42.43 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name U.S. 62 Scour 7 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17149 Vault Link http://plansrv1/bridgemaintvault/b17149 GIS FO/SD Meets Standards H Inv. Method 46.1 Latitude DD 34.63790833 Longitude DD -99.14511944 ODOT County Number 33 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16576 x -11036784.2106991 y 4114782.55902162
17148	0726 1015 X	17148	Bryan	S.H. 22	BOKCHITO CREEK	0726 1015 X	(3) 10ft. X 10ft. X 55ft. RCB	1968	34.07403333	-96.14715833	32.001	0	—	3	0	2	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87.5	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	800	2022	5	Unmatched
Raw data OBJECTID 16575 BRKEY 17148 NBI No. 17148 On Under 1 Structure No. 0726 1015 X Control No. 026 Lane Ind. Milepoint 10150 Facility Carried S.H. 22 Feature Intersected BOKCHITO CREEK Division 02 County 013 Location 10.15 E & S JCT US-69 Sufficiency 87.5 Kind Hwy 3 Level Service 1 Route No. 00022 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 1968 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 0 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB 5 Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 5 Structure Rating 5 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 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 1280 Future ADT Year 2042 Bypass Detour 21.747992 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 17148 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 55ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0726 1015 X H Index 96.9122 Latitude 34:04:26.52 Longitude -96:08:49.77 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 22 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 095 NBI Text 17148 Vault Link http://plansrv1/bridgemaintvault/b17148 GIS FO/SD Meets Standards H Inv. Method 54.55 Latitude DD 34.07403333 Longitude DD -96.14715833 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16575 x -10703052.7065158 y 4038747.23082448
17147	2546 0943 X	17147	Garvin	I-35	CREEK	2546 0943 X	2-10ft.X10ft.X237ft.SK45 A	1968	34.63713889	-97.21845556	32.152	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	01 - Principal Arterial Interstate (Rural)	A	30600	2022	5	Unmatched
Raw data OBJECTID 16574 BRKEY 17147 NBI No. 17147 On Under 1 Structure No. 2546 0943 X Control No. 046 Lane Ind. Milepoint 09430 Facility Carried I-35 Feature Intersected CREEK Division 03 County 049 Location 9.4 MI N MURRAY C/L Sufficiency 70 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 30600 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 10 Appr. Roadway Width 37.999 Span Type Main M Material 1 - Concrete Design 19 Length 32.152 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 100 HS Inv. Rating Method 1 HS Inv. Method 97.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 48960 Future ADT Year 2042 Bypass Detour 16.777022 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 17147 ODOT County 25 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.X10ft.X237ft.SK45 A Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 0943 X H Index 96.36 Latitude 34:38:13.7 Longitude -97:13:06.44 I257A C I257B 1 I257C 0 I257D 0 I257E 0 I263 0 Roadway Name I-35 Scour 5 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17147 Vault Link http://plansrv1/bridgemaintvault/b17147 GIS FO/SD Meets Standards H Inv. Method 70.9 Latitude DD 34.63713889 Longitude DD -97.21845556 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16574 x -10822308.9686477 y 4114678.45427563
17146	0726 0868 X	17146	Bryan	S.H. 22	CREEK	0726 0868 X	(3) 10ft. X 6ft. X 36ft. RCB	1968	34.09539167	-96.14703611	32.001	37.999	—	3	0	2	36.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	87	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	800	2022	5	Unmatched
Raw data OBJECTID 16573 BRKEY 17146 NBI No. 17146 On Under 1 Structure No. 0726 0868 X Control No. 026 Lane Ind. Milepoint 08680 Facility Carried S.H. 22 Feature Intersected CREEK Division 02 County 013 Location 8.68 E & S JCT US-69 Sufficiency 87 Kind Hwy 3 Level Service 1 Route No. 00022 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 1968 ADT Total 800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 36.001 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 2 Fill RCB FG Appr. Roadway Width 32.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.001 Deck Width 37.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 43.28 HS Inv. Rating Method 1 HS Inv. Method 25.96 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 1280 Future ADT Year 2042 Bypass Detour 21.747992 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 17146 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 6ft. X 36ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0726 0868 X H Index 97.198 Latitude 34:05:43.41 Longitude -96:08:49.33 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 22 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 094 NBI Text 17146 Vault Link http://plansrv1/bridgemaintvault/b17146 GIS FO/SD Meets Standards H Inv. Method 14.42 Latitude DD 34.09539167 Longitude DD -96.14703611 ODOT County Number 7 Maint. Dist. 2 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16573 x -10703039.1010477 y 4041618.00015319
17145	7329T0840 X	17145	Wagoner	MUSKOGEE TP	CREEK	7329T0840 X	2-12ft. X 10ft. X123ft. R.C.B. SK 60 LF.	1968	35.9968	-95.63455	28.901	125	—	2	30	4	122.999	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	77	Very good (8)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Very good (8)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	P	19800	2022	5	Unmatched
Raw data OBJECTID 16572 BRKEY 17145 NBI No. 17145 On Under 1 Structure No. 7329T0840 X Control No. 029 Lane Ind. Milepoint 08400 Facility Carried MUSKOGEE TP Feature Intersected CREEK Division 01 County 145 Location 8.4 MI S-E TULSA C/L Sufficiency 77 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 82.999 Bridge System P Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 19800 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 2 Road Width 122.999 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 82.999 Span Type Main M Material 1 - Concrete Design 19 Length 28.901 Deck Width 125 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 8 Structure Rating 8 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 0 HS Operating Rating 160.7 HS Inv. Rating Method 0 HS Inv. Method 96.2 H Operating Rating 0 H Inv. Rating Method 0 Future ADT 31680 Future ADT Year 2042 Bypass Detour 99.897848 School Bus Rte. 0 Posted Weight NR Posted Speed Limit 80 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting N Max Measured Clearance N Min Measured Clearance N NBI Rating 17145 ODOT County 73 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 0 DK Protect. 0 DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 2-12ft. X 10ft. X123ft. R.C.B. SK 60 LF. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7329T0840 X H Index 99.34 Latitude 35:59:48.48 Longitude -95:38:04.38 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name MUSKOGEE TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 08.52 NBI Text 17145 Vault Link http://plansrv1/bridgemaintvault/b17145 GIS FO/SD Meets Standards H Inv. Method 76.7 Latitude DD 35.9968 Longitude DD -95.63455 ODOT County Number 73 Maint. Dist. 1 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16572 x -10645989.4082439 y 4300181.06591222
17053	7209R0410WX	17053	Tulsa	I-244 SB	ARKANSAS RIVER & ST. UND	7209 0410WX	32ft.,65ft.,58ft.,12-46ft.,4	1967	36.13744167	-96.00793056	3095.144	53.999	—	20	0	4	48.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Closed (K)	55.8	Satisfactory (6)	Fair (5)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	29950	2009	5	Unmatched
Raw data OBJECTID 16570 BRKEY 17053 NBI No. 17053 On Under 1 Structure No. 7209R0410WX Control No. 009 Lane Ind. W Milepoint 04100 Facility Carried I-244 SB Feature Intersected ARKANSAS RIVER & ST. UND Division 08 County 143 Location 4.1 MI N I-44 Sufficiency 55.8 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 8 Vertical Clearance Y Horizontal Clearance 48.999 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 1967 ADT Total 29950 ADT Year 2009 Design Load HS 20 Skew 0 No. Main Spans 20 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 52.999 Span Type Main M Material 3 - Steel Design 02 Length 3095.144 Deck Width 53.999 Bridge Open Closed K TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 0 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 7 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 66.028 HS Inv. Rating Method 1 HS Inv. Method 28.991 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 47920 Future ADT Year 2029 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight CLOSED Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting 166 Max Measured Clearance 182 Min Measured Clearance 175 NBI Rating 17053 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.,65ft.,58ft.,12-46ft.,4 Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7209 0410WX H Index 60.5083 Latitude 36:08:14.79 Longitude -96:00:28.55 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 SB Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17053 Vault Link http://plansrv1/bridgemaintvault/b17053 GIS FO/SD Meets Standards H Inv. Method 22.046 Latitude DD 36.13744167 Longitude DD -96.00793056 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16570 x -10687553.9420552 y 4319549.65129082
17052	7209R0410EX	17052	Tulsa	I-244 NB	ARK. RIV./ ST./ BNSF R.R	7209 0410EX	32ft.,65ft.,48ft.,44ft.,50ft.,	1967	36.13744167	-96.00756389	2965.879	53.999	—	19	0	4	48.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	49.8	Fair (5)	Satisfactory (6)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	31500	2011	5	Unmatched
Raw data OBJECTID 16569 BRKEY 17052 NBI No. 17052 On Under 1 Structure No. 7209R0410EX Control No. 009 Lane Ind. E Milepoint 04100 Facility Carried I-244 NB Feature Intersected ARK. RIV./ ST./ BNSF R.R Division 08 County 143 Location 4.1 MI N I-44 Sufficiency 49.8 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 8 Vertical Clearance Y Horizontal Clearance 48.999 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 1967 ADT Total 31500 ADT Year 2011 Design Load HS 20 Skew 0 No. Main Spans 19 Road Width 48.999 Ref. Underclearance Rt. H Underclearance Right 5 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB -1 Appr. Roadway Width 52.999 Span Type Main M Material 3 - Steel Design 02 Length 2965.879 Deck Width 53.999 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 5 Chan. Rating 7 Culv. Rating N Structure Rating 5 Deck Geometry 2 Underclearance 4 Bridge Posting 5 Waterway Adequacy 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57.982 HS Inv. Rating Method 1 HS Inv. Method 35.054 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 50400 Future ADT Year 2031 Bypass Detour 3.728227 School Bus Rte. 3 Posted Weight NR Posted Speed Limit -1 Narrow or 1 Lane -1 Advanced Warning Sign N Existing Posting 166 Max Measured Clearance 182 Min Measured Clearance 174 NBI Rating 17052 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 6 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft.,65ft.,48ft.,44ft.,50ft., Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 7209 0410EX H Index 72.8019 Latitude 36:08:14.79 Longitude -96:00:27.23 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 NB Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17052 Vault Link http://plansrv1/bridgemaintvault/b17052 GIS FO/SD Meets Standards H Inv. Method 18.96 Latitude DD 36.13744167 Longitude DD -96.00756389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16569 x -10687513.1245375 y 4319549.65129082
17051	6822 0000 X	17051	Sequoyah	I-40	ARKANSAS RIVER	6822 0000 X	3-P/S CONCRETE GIRDERS (131.4ft, 130ft, 130ft), 3-CONT. PLATE GIRDER SPANS (200ft.-330ft.-200), 4-125ft., 3-125ft. CONT. PLATE GIRDER SPANS	1967	35.487914	-95.093903	2003.16	68.501	—	10	0	4	60	4 - Steel Continuous	Girder and Floorbeam System (03)	M	Concrete cast-in-place (1)	Open, no restriction (A)	82.9	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	15900	2022	5	Unmatched
Raw data OBJECTID 16568 BRKEY 17051 NBI No. 17051 On Under 1 Structure No. 6822 0000 X Control No. 022 Lane Ind. Milepoint 00000 Facility Carried I-40 Feature Intersected ARKANSAS RIVER Division 01 County 135 Location SEQUOYAH-MUSKOGEE CO Sufficiency 82.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 30 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 15900 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 10 Road Width 60 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 69.905 Span Type Main M Material 4 - Steel Continuous Design 03 Length 2003.16 Deck Width 68.501 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 6 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 7 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 25440 Future ADT Year 2042 Bypass Detour 4.999863 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17051 ODOT County 68 Nav. Control 1 Nav. HC 300 Lft. Br. Nav. Cl. 0 Nav. VC 52.001 Bridge Med. 2 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 4 Lft. Curb SW 2.999 Rt. Curb SW 2.999 Description 3-P/S CONCRETE GIRDERS (131.4ft, 130ft, 130ft), 3-CONT. PLATE GIRDER SPANS (200ft.-330ft.-200), 4-125ft., 3-125ft. CONT. PLATE GIRDER SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 0000 X H Index 89.8308 Latitude 35:29:16.49 Longitude -95:05:38.05 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 Scour 8 Design Structure 3 - Girder and Floorbeam System FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17051 Vault Link http://plansrv1/bridgemaintvault/b17051 GIS FO/SD Meets Standards H Inv. Method 18.2 Latitude DD 35.487914 Longitude DD -95.093903 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16568 x -10585804.8595049 y 4230385.98662742
16963	7209 1274SX	16963	Tulsa	I-244 EB	89TH E AVENUE UNDER	7209 1274SX	30ft.,65ft.,30ft.I-BM SPAN	1967	36.16236944	-95.87796389	130	76.831	—	3	16	4	73.829	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.7	Good (7)	Good (7)	Good (7)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	44500	2022	5	Unmatched
Raw data OBJECTID 16566 BRKEY 16963 NBI No. 16963 On Under 1 Structure No. 7209 1274SX Control No. 009 Lane Ind. S Milepoint 12740 Facility Carried I-244 EB Feature Intersected 89TH E AVENUE UNDER Division 08 County 143 Location 5.74 MI E JCT I 444 Sufficiency 97.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 73.829 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 1967 ADT Total 44500 ADT Year 2022 Design Load HS 20 Skew 16 No. Main Spans 3 Road Width 73.829 Ref. Underclearance Rt. H Underclearance Right 18.045 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 61.001 Span Type Main M Material 3 - Steel Design 02 Length 130 Deck Width 76.831 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 9 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 84.5 HS Inv. Rating Method 1 HS Inv. Method 50.7 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 71200 Future ADT Year 2042 Bypass Detour 0.1 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1308 Max Measured Clearance 1500 Min Measured Clearance 1411 NBI Rating 16963 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 30ft.,65ft.,30ft.I-BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1274SX H Index 96.3866 Latitude 36:09:44.53 Longitude -95:52:40.67 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16963 Vault Link http://plansrv1/bridgemaintvault/b16963 GIS FO/SD Meets Standards H Inv. Method 32.7 Latitude DD 36.16236944 Longitude DD -95.87796389 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16566 x -10673086.1185307 y 4322986.21833395
16962	7209 1274NX	16962	Tulsa	I-244 WB	89TH E AVENUE UNDER	7209 1274NX	33ft.,62ft.,29ft.I-BM SPAN	1967	36.162947	-95.877978	128.937	81.001	—	3	0	4	77.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.7	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	45100	2022	5	Unmatched
Raw data OBJECTID 16565 BRKEY 16962 NBI No. 16962 On Under 1 Structure No. 7209 1274NX Control No. 009 Lane Ind. N Milepoint 12740 Facility Carried I-244 WB Feature Intersected 89TH E AVENUE UNDER Division 08 County 143 Location 5.74 MI E JCT I 444 Sufficiency 95.7 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 77.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 45100 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 77.001 Ref. Underclearance Rt. H Underclearance Right 17.999 Underclearance Left 0 Deck Structure Type 1 No. Lanes 4 Fill RCB Appr. Roadway Width 77.001 Span Type Main M Material 3 - Steel Design 02 Length 128.937 Deck Width 81.001 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 N Culv. Rating N Structure Rating 6 Deck Geometry 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 81.9 HS Inv. Rating Method 1 HS Inv. Method 49.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 72160 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1308 Max Measured Clearance 1405 Min Measured Clearance 1402 NBI Rating 16962 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 33ft.,62ft.,29ft.I-BM SPAN Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1274NX H Index 94.3783 Latitude 36:09:46.61 Longitude -95:52:40.72 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-244 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16962 Vault Link http://plansrv1/bridgemaintvault/b16962 GIS FO/SD Meets Standards H Inv. Method 32.4 Latitude DD 36.162947 Longitude DD -95.877978 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16565 x -10673087.6892487 y 4323065.85427681
16961	7209 1174 X	16961	Tulsa	I-244	73RD E AVE. UNDER	7209 1174 X	29ft.-62ft.-29ft. I-BM. SPANS W/ F-SHAPED PARAPET	1967	36.16182222	-95.89584444	125.751	140	—	3	7	8	137.001	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	83	Satisfactory (6)	Good (7)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	70600	2022	5	Unmatched
Raw data OBJECTID 16564 BRKEY 16961 NBI No. 16961 On Under 1 Structure No. 7209 1174 X Control No. 009 Lane Ind. Milepoint 11740 Facility Carried I-244 Feature Intersected 73RD E AVE. UNDER Division 08 County 143 Location 4.74 MI E JCT I 444 Sufficiency 83 Kind Hwy 1 Level Service 1 Route No. 00244 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 66.909 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 1967 ADT Total 70600 ADT Year 2022 Design Load HS 20 Skew 7 No. Main Spans 3 Road Width 137.001 Ref. Underclearance Rt. H Underclearance Right 22.966 Underclearance Left 0 Deck Structure Type 1 No. Lanes 8 Fill RCB Appr. Roadway Width 66.909 Span Type Main M Material 3 - Steel Design 02 Length 125.751 Deck Width 140 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 9 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 89.7 HS Inv. Rating Method 1 HS Inv. Method 53.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 112960 Future ADT Year 2042 Bypass Detour 6.999983 School Bus Rte. 3 Posted Weight NR Posted Speed Limit NR Narrow or 1 Lane N Advanced Warning Sign Y Existing Posting 1309 Max Measured Clearance 1403 Min Measured Clearance 1402 NBI Rating 16961 ODOT County 72 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 3 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 29ft.-62ft.-29ft. I-BM. SPANS W/ F-SHAPED PARAPET Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7209 1174 X H Index 99.9002 Latitude 36:09:42.56 Longitude -95:53:45.04 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 0 Roadway Name I-244 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16961 Vault Link http://plansrv1/bridgemaintvault/b16961 GIS FO/SD Meets Standards H Inv. Method 36.8 Latitude DD 36.16182222 Longitude DD -95.89584444 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16564 x -10675076.5722518 y 4322910.76631505
16960	4405 1092EX	16960	McClain	I-35	WALNUT CREEK O'FLOW	4405 1092EX	3-40ft. I-BM. SPANS SK	1967	35.00633056	-97.37559167	121.063	40.026	—	3	30	2	38.058	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	11 - Principal Arterial Interstate (Rural)	A	14950	2022	5	Unmatched
Raw data OBJECTID 16563 BRKEY 16960 NBI No. 16960 On Under 1 Structure No. 4405 1092EX Control No. 005 Lane Ind. E Milepoint 10920 Facility Carried I-35 Feature Intersected WALNUT CREEK O'FLOW Division 03 County 087 Location .6 MI N JCT SH 39 Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.73 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 1967 ADT Total 14950 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 121.063 Deck Width 40.026 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating 7 Super Rating 7 Sub Rating 7 Chan. Rating 8 Culv. Rating N Structure Rating 7 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 9 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23920 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 16960 ODOT County 44 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1092EX H Index 95.8796 Latitude 35:00:22.79 Longitude -97:22:32.13 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16960 Vault Link http://plansrv1/bridgemaintvault/b16960 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 35.00633056 Longitude DD -97.37559167 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16563 x -10839801.2803981 y 4164741.47516354
16959	4405 1092WX	16959	McClain	I-35	WALNUT CREEK O'FLOW	4405 1092WX	3-40ft. I-BM. SPANS SK	1967	35.006825	-97.37595833	121.063	40.026	—	3	30	2	38.058	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	86.9	Fair (5)	Good (7)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	15100	2022	5	Unmatched
Raw data OBJECTID 16562 BRKEY 16959 NBI No. 16959 On Under 1 Structure No. 4405 1092WX Control No. 005 Lane Ind. W Milepoint 10920 Facility Carried I-35 Feature Intersected WALNUT CREEK O'FLOW Division 03 County 087 Location .6 MI N JCT SH 39 Sufficiency 86.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 37.73 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 1967 ADT Total 15100 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 3 - Steel Design 02 Length 121.063 Deck Width 40.026 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 5 Chan. Rating 8 Culv. Rating N 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 75 HS Inv. Rating Method 1 HS Inv. Method 45 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 24160 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 16959 ODOT County 44 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 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS SK Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 4405 1092WX H Index 93.3395 Latitude 35:00:24.57 Longitude -97:22:33.45 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16959 Vault Link http://plansrv1/bridgemaintvault/b16959 GIS FO/SD Meets Standards H Inv. Method 31 Latitude DD 35.006825 Longitude DD -97.37595833 ODOT County Number 44 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16562 x -10839842.0968026 y 4164808.6729868
16958	2402 0440NX	16958	Garfield	U.S. 60 / U.S. 412	CREEK	2402 0440NX	5-25ft. CONC. SLAB SPANS	1967	36.39111111	-98.025	125	42.999	—	5	0	2	37.999	1 - Concrete	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89	Fair (5)	Satisfactory (6)	Good (7)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	02 - Principal Arterial Other (Rural)	C	4400	2022	5	Unmatched
Raw data OBJECTID 16561 BRKEY 16958 NBI No. 16958 On Under 1 Structure No. 2402 0440NX Control No. 002 Lane Ind. N Milepoint 04400 Facility Carried U.S. 60 / U.S. 412 Feature Intersected CREEK Division 04 County 047 Location 4.5 MI E MAJOR C/L Sufficiency 89 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 37.999 Bridge System C Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1967 ADT Total 4400 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 1 - Concrete Design 01 Length 125 Deck Width 42.999 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 6 Super Rating 7 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 7 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 69 HS Inv. Rating Method 1 HS Inv. Method 42 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7040 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 70 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16958 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 6 DK Surf. Type 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 5-25ft. CONC. SLAB SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2402 0440NX H Index 78.2602 Latitude 36:23:28 Longitude -98:01:30 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60, 412 Scour 8 Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 16958 Vault Link http://plansrv1/bridgemaintvault/b16958 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 36.39111111 Longitude DD -98.025 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16561 x -10912093.0850106 y 4354571.9722
17231	6203 0028WX	17231	Pontotoc	S.H. 1 SB	18TH ST. UNDER	6203 0028WX	36ft.-66ft.-36ft. CONT. I-BM. SPANS SK. 71 DEG. 48ft.21ft.	1968	34.767475	-96.70483889	139.108	39.698	—	3	18	2	38.058	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	84.1	Fair (5)	Satisfactory (6)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	4600	2022	5	Unmatched
Raw data OBJECTID 16560 BRKEY 17231 NBI No. 17231 On Under 1 Structure No. 6203 0028WX Control No. 003 Lane Ind. W Milepoint 00280 Facility Carried S.H. 1 SB Feature Intersected 18TH ST. UNDER Division 03 County 123 Location SW ADA Sufficiency 84.1 Kind Hwy 3 Level Service 1 Route No. 00001 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 4600 ADT Year 2022 Design Load HS 20 Skew 18 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 16.076 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB 0 Appr. Roadway Width 53.999 Span Type Main M Material 4 - Steel Continuous Design 02 Length 139.108 Deck Width 39.698 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 6 Super Rating 6 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 6 Underclearance 6 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 45.4 HS Inv. Rating Method 1 HS Inv. Method 25 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 7360 Future ADT Year 2042 Bypass Detour 0.099997 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17231 ODOT County 62 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 36ft.-66ft.-36ft. CONT. I-BM. SPANS SK. 71 DEG. 48ft.21ft. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6203 0028WX H Index 100 Latitude 34:46:02.91 Longitude -96:42:17.42 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 1 SB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17231 Vault Link http://plansrv1/bridgemaintvault/b17231 GIS FO/SD Meets Standards H Inv. Method 15.4 Latitude DD 34.767475 Longitude DD -96.70483889 ODOT County Number 62 Maint. Dist. 3 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16560 x -10765133.4224804 y 4132326.65134809
17229	1036 2023EX	17229	Carter	I-35 NB	CO. RD. E182.9 UNDER	1036 2023EX	38ft. - 45ft. - 43ft. CONTINUOUS I-BEAM SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS	1968	34.35996111	-97.14794722	126.969	40.801	—	3	14	2	37.999	4 - Steel Continuous	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	01 - Principal Arterial Interstate (Rural)	A	14150	2022	5	Unmatched
Raw data OBJECTID 16558 BRKEY 17229 NBI No. 17229 On Under 1 Structure No. 1036 2023EX Control No. 036 Lane Ind. E Milepoint 20230 Facility Carried I-35 NB Feature Intersected CO. RD. E182.9 UNDER Division 07 County 019 Location 1.9 MI N JCT SH53 Sufficiency 95.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 14150 ADT Year 2022 Design Load HS 20 Skew 14 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. H Underclearance Right 7.169 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.001 Span Type Main M Material 4 - Steel Continuous Design 02 Length 126.969 Deck Width 40.801 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 7 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 22640 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 2309 Min Measured Clearance 2206 NBI Rating 17229 ODOT County 10 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 3 DK Protect. 0 DK Surf. Type 4 Lft. Curb SW 0 Rt. Curb SW 0 Description 38ft. - 45ft. - 43ft. CONTINUOUS I-BEAM SPANS SKEWED 13 DEG. WITH (2) 6ft. CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1036 2023EX H Index 59.7039 Latitude 34:21:35.86 Longitude -97:08:52.61 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 NB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 129 NBI Text 17229 Vault Link http://plansrv1/bridgemaintvault/b17229 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.35996111 Longitude DD -97.14794722 ODOT County Number 10 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16558 x -10814460.0161422 y 4077239.02860314
17228	2416 1358 X	17228	Garfield	S.H. 15	HEREFORD CREEK	2416 1358 X	3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS	1968	36.53483056	-97.51000556	120.417	32.999	—	3	0	2	27.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	89.3	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)	B	570	2022	5	Unmatched
Raw data OBJECTID 16557 BRKEY 17228 NBI No. 17228 On Under 1 Structure No. 2416 1358 X Control No. 016 Lane Ind. Milepoint 13580 Facility Carried S.H. 15 Feature Intersected HEREFORD CREEK Division 04 County 047 Location 4.3 MI E JCT SH 74 Sufficiency 89.3 Kind Hwy 3 Level Service 1 Route No. 00015 Service Type On 1 Service Type Off 5 Vertical Clearance _ 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 1968 ADT Total 570 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 120.417 Deck Width 32.999 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 7 Super Rating 7 Sub Rating 6 Chan. Rating 7 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 49 HS Inv. Rating Method 1 HS Inv. Method 29 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 912 Future ADT Year 2042 Bypass Detour 36.999999 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting 9999 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 17228 ODOT County 24 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 0 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description 3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2416 1358 X H Index 86.6953 Latitude 36:32:05.39 Longitude -97:30:36.02 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 15 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID NBI Text 17228 Vault Link http://plansrv1/bridgemaintvault/b17228 GIS FO/SD Meets Standards H Inv. Method 21 Latitude DD 36.53483056 Longitude DD -97.51000556 ODOT County Number 24 Maint. Dist. 4 HPMS Functional Class 5 Rural/Urban Rural ARC_ID_NUM 16557 x -10854764.1661885 y 4374464.99241746
17227	2546 1137WX	17227	Garvin	I-35	RED BRANCH CREEK	2546 1137WX	3-40ft. I-BM. SPANS SK. 75 DEG.	1968	34.66559722	-97.22330278	121	40	—	3	15	2	38	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	97.9	Satisfactory (6)	Satisfactory (6)	Good (7)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	16050	2022	5	Unmatched
Raw data OBJECTID 16556 BRKEY 17227 NBI No. 17227 On Under 1 Structure No. 2546 1137WX Control No. 046 Lane Ind. W Milepoint 11370 Facility Carried I-35 Feature Intersected RED BRANCH CREEK Division 03 County 049 Location 1 MI N JCT SH 29 Sufficiency 97.9 Kind Hwy 1 Level Service 1 Route No. 00035 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1968 ADT Total 16050 ADT Year 2022 Design Load HS 20 Skew 15 No. Main Spans 3 Road Width 38 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 121 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 7 Sub Rating 6 Chan. Rating 6 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 72 HS Inv. Rating Method 1 HS Inv. Method 43 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 25680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 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 17227 ODOT County 25 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 3-40ft. I-BM. SPANS SK. 75 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2546 1137WX H Index 95.4464 Latitude 34:39:56.15 Longitude -97:13:23.89 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-35 Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17227 Vault Link http://plansrv1/bridgemaintvault/b17227 GIS FO/SD Meets Standards H Inv. Method 30 Latitude DD 34.66559722 Longitude DD -97.22330278 ODOT County Number 25 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16556 x -10822848.5587099 y 4118529.49136863
17144	1223T0770 X	17144	Choctaw	IND. NATION TP	CREEK	1223T0770 X	12ft.-14ft.-12ft. X 14ft. X 165ft. CL. RDY. RC BOX	1968	34.13215556	-95.58219167	40	167.001	—	3	0	4	165	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	97.6	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 16555 BRKEY 17144 NBI No. 17144 On Under 1 Structure No. 1223T0770 X Control No. 023 Lane Ind. Milepoint 07700 Facility Carried IND. NATION TP Feature Intersected CREEK Division 02 County 023 Location 96.58 MI'S S. JCT I-40 Sufficiency 97.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 165 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 9 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 40 Deck Width 167.001 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 0 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 8 Culv. Rating 6 Structure Rating 6 Deck Geometry 9 Underclearance N Bridge Posting 5 Waterway Adequacy 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 6080 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 17144 ODOT County 12 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 12ft.-14ft.-12ft. X 14ft. X 165ft. CL. RDY. RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1223T0770 X H Index 97.03 Latitude 34:07:55.76 Longitude -95:34:55.89 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 96.58 NBI Text 17144 Vault Link http://plansrv1/bridgemaintvault/b17144 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.13215556 Longitude DD -95.58219167 ODOT County Number 12 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16555 x -10640160.9056095 y 4046561.12302046
17143	6135T0750 X	17143	Pittsburg	IND. NATION TP	CREEK	6135T0750 X	2-16ft. X 14ft. X 152 RC BOX	1968	34.69731111	-95.76381944	32.999	153.999	—	2	0	4	152.001	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	98.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	31 - State Toll Authority	31 - State Toll Authority	1 - On Highway	02 - Principal Arterial Other (Rural)	Z	3800	2022	5	Unmatched
Raw data OBJECTID 16554 BRKEY 17143 NBI No. 17143 On Under 1 Structure No. 6135T0750 X Control No. 035 Lane Ind. Milepoint 07500 Facility Carried IND. NATION TP Feature Intersected CREEK Division 02 County 121 Location 53.0 MI'S S. JCT I-40 Sufficiency 98.6 Kind Hwy 8 Level Service 1 Route No. 00000 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 72.001 Bridge System Z Owner 31 - State Toll Authority Custodian 31 - State Toll Authority Hwy System 1 - On Highway Functional Class 02 - Principal Arterial Other (Rural) Year Built 1968 ADT Total 3800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 2 Road Width 152.001 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type N No. Lanes 4 Fill RCB 7 Appr. Roadway Width 72.001 Span Type Main M Material 1 - Concrete Design 19 Length 32.999 Deck Width 153.999 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 1 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 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 6080 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 17143 ODOT County 61 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 2-16ft. X 14ft. X 152 RC BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6135T0750 X H Index 99.34 Latitude 34:41:50.32 Longitude -95:45:49.75 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name IND. NATION TP Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 53.06 NBI Text 17143 Vault Link http://plansrv1/bridgemaintvault/b17143 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 34.69731111 Longitude DD -95.76381944 ODOT County Number 61 Maint. Dist. 2 HPMS Functional Class 3 Rural/Urban Rural ARC_ID_NUM 16554 x -10660379.6164798 y 4122822.63599387
17142	0514 0712 X	17142	Beckham	S.H. 6	CREEK	0514 0712 X	3-10ft.X8ft.X124ft. RDY. R.C.B., SK. 30 DEG. R.F.	1968	35.39379167	-99.40483611	38.058	126.001	—	3	30	4	124.003	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	96.5	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	14 - Other Principal Arterial (Urban)	B	7500	2022	5	Unmatched
Raw data OBJECTID 16553 BRKEY 17142 NBI No. 17142 On Under 1 Structure No. 0514 0712 X Control No. 014 Lane Ind. Milepoint 07120 Facility Carried S.H. 6 Feature Intersected CREEK Division 05 County 009 Location 0.3 MI N JCT I-40 Sufficiency 96.5 Kind Hwy 3 Level Service 1 Route No. 00006 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 99.9 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 14 - Other Principal Arterial (Urban) Year Built 1968 ADT Total 7500 ADT Year 2022 Design Load HS 20 Skew 30 No. Main Spans 3 Road Width 124.003 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type N No. Lanes 4 Fill RCB 4 Appr. Roadway Width 70 Span Type Main M Material 1 - Concrete Design 19 Length 38.058 Deck Width 126.001 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 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 12000 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 40 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17142 ODOT County 05 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X124ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 0514 0712 X H Index 95.05 Latitude 35:23:37.65 Longitude -99:24:17.41 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 6 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17142 Vault Link http://plansrv1/bridgemaintvault/b17142 GIS FO/SD Meets Standards H Inv. Method 19.952 Latitude DD 35.39379167 Longitude DD -99.40483611 ODOT County Number 5 Maint. Dist. 5 HPMS Functional Class 3 Rural/Urban Urban ARC_ID_NUM 16553 x -11065695.738154 y 4217525.4673206
17141	1626 0594 X	17141	Comanche	S.H. 36	CACHE CREEK O'FLOW	1626 0594 X	3-10ft.X 10ft.X 83ft. R.C.BOX	1968	34.461025	-98.574314	34.121	0	—	3	0	2	0	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	06 - Minor Arterial (Rural)	B	1400	2022	5	Unmatched
Raw data OBJECTID 16552 BRKEY 17141 NBI No. 17141 On Under 1 Structure No. 1626 0594 X Control No. 026 Lane Ind. Milepoint 05940 Facility Carried S.H. 36 Feature Intersected CACHE CREEK O'FLOW Division 07 County 031 Location 6.0 MI.NE. TILLMAN CL Sufficiency 89.1 Kind Hwy 3 Level Service 1 Route No. 00036 Service Type On 1 Service Type Off 9 Vertical Clearance N Horizontal Clearance 40.03 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 1968 ADT Total 1400 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 8 Appr. Roadway Width 40 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail N TSF Transition N TSF Appr. Guardrail N TSF Appr. Guardrail Ends N Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 6 Structure Rating 6 Deck Geometry N Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 44.6 HS Inv. Rating Method 1 HS Inv. Method 26.8 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 2240 Future ADT Year 2042 Bypass Detour 29.204446 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17141 ODOT County 16 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 83ft. R.C.BOX Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1626 0594 X H Index 97.5187 Latitude 34:27:39.69 Longitude -98:34:27.53 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 36 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 071 NBI Text 17141 Vault Link http://plansrv1/bridgemaintvault/b17141 GIS FO/SD Meets Standards H Inv. Method 14.9 Latitude DD 34.461025 Longitude DD -98.574314 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16552 x -10973242.4397763 y 4090875.69162958
17140	7290 0449EXR	17140	Tulsa	S.H. 11 RAMP	CREEK	7290 0449EXR	3-10ft.X8ft.X91ft. RCB	1968	36.17765556	-95.88457222	33.999	0	—	3	0	1	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	93.6	Good (7)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Good (7)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	14500	2022	5	Unmatched
Raw data OBJECTID 16551 BRKEY 17140 NBI No. 17140 On Under 1 Structure No. 7290 0449EXR Control No. 090 Lane Ind. E Milepoint 04490 Facility Carried S.H. 11 RAMP Feature Intersected CREEK Division 08 County 143 Location 1.6 MI SE SHERIDAN RD Sufficiency 93.6 Kind Hwy 3 Level Service 7 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 20 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 14500 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 8 Appr. Roadway Width 20 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 7 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 23200 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 17140 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X91ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 7290 0449EXR H Index 100 Latitude 36:10:39.56 Longitude -95:53:04.46 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 11 Scour 8 Design Structure 19 - Culvert FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID -1 NBI Text 17140 Vault Link http://plansrv1/bridgemaintvault/b17140 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.17765556 Longitude DD -95.88457222 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16551 x -10673821.7544613 y 4325094.11848239
17139	7290 0449 X	17139	Tulsa	S.H. 11	CREEK	7290 0449 X	3-10ft.X8ft.X220ft. RCB	1968	36.17745556	-95.88541667	34.121	0	—	3	0	4	0	1 - Concrete	Culvert (19)	M	Not applicable (N)	Open, no restriction (A)	74.2	Satisfactory (6)	Not applicable (N)	Not applicable (N)	Not applicable (N)	Satisfactory (6)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	12 - Principal Arterial Other Fwy/Expy (Urban)	B	34300	2022	5	Unmatched
Raw data OBJECTID 16550 BRKEY 17139 NBI No. 17139 On Under 1 Structure No. 7290 0449 X Control No. 090 Lane Ind. Milepoint 04490 Facility Carried S.H. 11 Feature Intersected CREEK Division 08 County 143 Location 1.6 MI SE SHERIDAN RD Sufficiency 74.2 Kind Hwy 3 Level Service 1 Route No. 00011 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 43.999 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 12 - Principal Arterial Other Fwy/Expy (Urban) Year Built 1968 ADT Total 34300 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 23 Appr. Roadway Width 43.999 Span Type Main M Material 1 - Concrete Design 19 Length 34.121 Deck Width 0 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating N Super Rating N Sub Rating N Chan. Rating 7 Culv. Rating 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 49.1 HS Inv. Rating Method 1 HS Inv. Method 36 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 54880 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 17139 ODOT County 72 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type N DK Protect. N DK Surf. Type N Lft. Curb SW 0 Rt. Curb SW 0 Description 3-10ft.X8ft.X220ft. RCB Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 7290 0449 X H Index 97.4676 Latitude 36:10:38.84 Longitude -95:53:07.5 I257A C I257B 1 I257C 1 I257D 0 I257E 0 I263 0 Roadway Name S.H. 11 Scour 4 Design Structure 19 - Culvert FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17139 Vault Link http://plansrv1/bridgemaintvault/b17139 GIS FO/SD Meets Standards H Inv. Method 20 Latitude DD 36.17745556 Longitude DD -95.88541667 ODOT County Number 72 Maint. Dist. 8 HPMS Functional Class 2 Rural/Urban Urban ARC_ID_NUM 16550 x -10673915.7582053 y 4325066.53655767
17049	2602R1120SX	17049	Grady	U.S. 62	WASHITA RIVER	2602 1120SX	(4-100ft. CONT.) PLATE	1967	35.050931	-97.905094	994	34	—	5	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.9	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4100	2019	5	Unmatched
Raw data OBJECTID 16549 BRKEY 17049 NBI No. 17049 On Under 1 Structure No. 2602R1120SX Control No. 002 Lane Ind. S Milepoint 11200 Facility Carried U.S. 62 Feature Intersected WASHITA RIVER Division 07 County 051 Location 1.9 MI E US81 Sufficiency 69.9 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1967 ADT Total 4100 ADT Year 2019 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34 Span Type Main M Material 4 - Steel Continuous Design 02 Length 994 Deck Width 34 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6560 Future ADT Year 2039 Bypass Detour 0.124274 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 17049 ODOT County 26 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 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description (4-100ft. CONT.) PLATE Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2602 1120SX H Index 75.3869 Latitude 35:03:03.35 Longitude -97:54:18.34 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 11-26 NBI Text 17049 Vault Link http://plansrv1/bridgemaintvault/b17049 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.050931 Longitude DD -97.905094 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16549 x -10898745.2101476 y 4170804.61932943
17048	5569 0538NX	17048	Oklahoma	I-40 WB	I-44 UNDER	5569 0538NX	31ft.I-BM.(5-48ft.,42ft. CONT.)I-BM.(6-61ft. CONT.)3-61ft.(2-59ft. CONT.) PLATE GIRDER	1967	35.46055556	-97.57622222	993.999	40	—	14	20	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.5	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	56150	2022	5	Unmatched
Raw data OBJECTID 16548 BRKEY 17048 NBI No. 17048 On Under 1 Structure No. 5569 0538NX Control No. 069 Lane Ind. N Milepoint 05380 Facility Carried I-40 WB Feature Intersected I-44 UNDER Division 04 County 109 Location 5.4 MI N CANADIAN CO Sufficiency 77.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance N Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 56150 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 14 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 10 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 4 - Steel Continuous Design 02 Length 993.999 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N 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 89840 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 1811 Min Measured Clearance 1601 NBI Rating 17048 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 31ft.I-BM.(5-48ft.,42ft. CONT.)I-BM.(6-61ft. CONT.)3-61ft.(2-59ft. CONT.) PLATE GIRDER Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0538NX H Index 82.9154 Latitude 35:27:38 Longitude -97:34:34.4 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name I-40 WB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17048 Vault Link http://plansrv1/bridgemaintvault/b17048 GIS FO/SD Meets Standards H Inv. Method 35.715 Latitude DD 35.46055556 Longitude DD -97.57622222 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16548 x -10862135.3710617 y 4226646.2822008
17047	2602R1120NX	17047	Grady	U.S. 62	WASHITA RIVER	2602 1120NX	4-100ft. CONT. PLATE GIRDERS& 14-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS	1967	35.051067	-97.905061	961	34	—	5	0	2	30	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	70	Fair (5)	Fair (5)	Fair (5)	Fair (5)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	4000	2020	5	Unmatched
Raw data OBJECTID 16547 BRKEY 17047 NBI No. 17047 On Under 1 Structure No. 2602R1120NX Control No. 002 Lane Ind. N Milepoint 11200 Facility Carried U.S. 62 Feature Intersected WASHITA RIVER Division 07 County 051 Location 1.9 MI E US81 Sufficiency 70 Kind Hwy 2 Level Service 1 Route No. 00062 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 30 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 1967 ADT Total 4000 ADT Year 2020 Design Load HS 20 Skew 0 No. Main Spans 5 Road Width 30 Ref. Underclearance Rt. N Underclearance Right 99.9 Underclearance Left 99.9 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 34 Span Type Main M Material 4 - Steel Continuous Design 02 Length 961 Deck Width 34 Bridge Open Closed A TSF Rail 0 TSF Transition 0 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 5 Chan. Rating 6 Culv. Rating N Structure Rating 5 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 62 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 6400 Future ADT Year 2040 Bypass Detour 0.124274 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 17047 ODOT County 26 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 1 Lft. Curb SW 1.5 Rt. Curb SW 1.5 Description 4-100ft. CONT. PLATE GIRDERS& 14-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag P Status Flag R On Off System 1 Frontage Ind. Alt. Structure Name 2602 1120NX H Index 79.6079 Latitude 35:03:03.84 Longitude -97:54:18.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 62 Scour 5 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 10-26 NBI Text 17047 Vault Link http://plansrv1/bridgemaintvault/b17047 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.051067 Longitude DD -97.905061 ODOT County Number 26 Maint. Dist. 7 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16547 x -10898741.5366044 y 4170823.11271962
17046	5835 0942 X	17046	Ottawa	S.H. 125	NEOSHO RIVER	5835 0942 X	(3-70ft. CONT.)(80ft.-100ft.-125ft.-125ft.-100ft.-80ft. CONT. ) I-BM. SPANS	1967	36.863647	-94.881147	823	34	—	6	0	2	28	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	69.2	Satisfactory (6)	Good (7)	Satisfactory (6)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	16 - Minor Arterial (Urban)	B	7200	2022	5	Unmatched
Raw data OBJECTID 16546 BRKEY 17046 NBI No. 17046 On Under 1 Structure No. 5835 0942 X Control No. 035 Lane Ind. Milepoint 09420 Facility Carried S.H. 125 Feature Intersected NEOSHO RIVER Division 08 County 115 Location 9.4 MI N US60 Sufficiency 69.2 Kind Hwy 3 Level Service 1 Route No. 00125 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 28 Bridge System B Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 16 - Minor Arterial (Urban) Year Built 1967 ADT Total 7200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 6 Road Width 28 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 4 - Steel Continuous Design 02 Length 823 Deck Width 34 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 6 Sub Rating 7 Chan. Rating 5 Culv. Rating N Structure Rating 6 Deck Geometry 4 Underclearance N Bridge Posting 5 Waterway Adequacy 4 Approach Alignment 6 HS Operating Rating Method 1 HS Operating Rating 55.3 HS Inv. Rating Method 1 HS Inv. Method 33.1 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 11520 Future ADT Year 2042 Bypass Detour 14.912909 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 35 Narrow or 1 Lane _ Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance -1 Min Measured Clearance -1 NBI Rating 17046 ODOT County 58 Nav. Control 0 Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 0 DK Memb. Type 3 DK Protect. 1 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 4 Description (3-70ft. CONT.)(80ft.-100ft.-125ft.-125ft.-100ft.-80ft. CONT. ) I-BM. SPANS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5835 0942 X H Index 86.4697 Latitude 36:51:49.13 Longitude -94:52:52.13 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name S.H. 125 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 17046 Vault Link http://plansrv1/bridgemaintvault/b17046 GIS FO/SD Meets Standards H Inv. Method 20.9 Latitude DD 36.863647 Longitude DD -94.881147 ODOT County Number 58 Maint. Dist. 8 HPMS Functional Class 4 Rural/Urban Urban ARC_ID_NUM 16546 x -10562120.9699217 y 4420117.94096356
17045	5569 0530SX	17045	Oklahoma	I-40 EB	I-44 UNDER	5569 0530SX	35ft. I-BM.2(2-71ft. CONT)(3-58ft. CONT.)PLATE GIRDER,42ft.(5-48ft. CONT.) 31ft.-9ft. I-B	1967	35.45996944	-97.57770556	818.999	40	—	7	20	2	37.001	4 - Steel Continuous	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	77.5	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	49400	2022	5	Unmatched
Raw data OBJECTID 16545 BRKEY 17045 NBI No. 17045 On Under 1 Structure No. 5569 0530SX Control No. 069 Lane Ind. S Milepoint 05300 Facility Carried I-40 EB Feature Intersected I-44 UNDER Division 04 County 109 Location 5.3 MI E CANADIAN CO Sufficiency 77.5 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.001 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 49400 ADT Year 2022 Design Load HS 20 Skew 20 No. Main Spans 7 Road Width 37.001 Ref. Underclearance Rt. H Underclearance Right 10 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 50 Span Type Main M Material 4 - Steel Continuous Design 02 Length 818.999 Deck Width 40 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 3 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N 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 79040 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 1603 Max Measured Clearance 1908 Min Measured Clearance 1603 NBI Rating 17045 ODOT County 55 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 8 DK Protect. 8 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 35ft. I-BM.2(2-71ft. CONT)(3-58ft. CONT.)PLATE GIRDER,42ft.(5-48ft. CONT.) 31ft.-9ft. I-B Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5569 0530SX H Index 79.6146 Latitude 35:27:35.89 Longitude -97:34:39.74 I257A 1 I257B 1 I257C 0 I257D 1 I257E 0 I263 2 Roadway Name I-40 EB Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 17045 Vault Link http://plansrv1/bridgemaintvault/b17045 GIS FO/SD Meets Standards H Inv. Method 35.7 Latitude DD 35.45996944 Longitude DD -97.57770556 ODOT County Number 55 Maint. Dist. 4 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16545 x -10862300.4957152 y 4226566.1776796
16957	2702 0109 X	16957	Grant	U.S. 60/U.S. 64&81	WILD HORSE CREEK	2702 0109 X	3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS	1967	36.60943056	-97.87533889	121.063	46.001	—	3	0	2	42.5	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	88.5	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	06 - Minor Arterial (Rural)	C	3200	2022	5	Unmatched
Raw data OBJECTID 16544 BRKEY 16957 NBI No. 16957 On Under 1 Structure No. 2702 0109 X Control No. 002 Lane Ind. Milepoint 01090 Facility Carried U.S. 60/U.S. 64&81 Feature Intersected WILD HORSE CREEK Division 04 County 053 Location 1.1 MI N GARFIELD CO Sufficiency 88.5 Kind Hwy 2 Level Service 1 Route No. 00060 Service Type On 1 Service Type Off 5 Vertical Clearance _ Horizontal Clearance 42.5 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 1967 ADT Total 3200 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 42.5 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 41.998 Span Type Main M Material 3 - Steel Design 02 Length 121.063 Deck Width 46.001 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 7 Super Rating 6 Sub Rating 6 Chan. Rating 8 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 61 HS Inv. Rating Method 1 HS Inv. Method 37 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 5120 Future ADT Year 2042 Bypass Detour 34.796787 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 65 Narrow or 1 Lane N Advanced Warning Sign _ Existing Posting -1 Max Measured Clearance 9999 Min Measured Clearance 9999 NBI Rating 16957 ODOT County 27 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 3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 2702 0109 X H Index 81.1273 Latitude 36:36:33.95 Longitude -97:52:31.22 I257A 1 I257B 1 I257C 1 I257D 1 I257E 1 I263 0 Roadway Name U.S. 60,64,81 Scour 7 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16957 Vault Link http://plansrv1/bridgemaintvault/b16957 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 36.60943056 Longitude DD -97.87533889 ODOT County Number 27 Maint. Dist. 4 HPMS Functional Class 4 Rural/Urban Rural ARC_ID_NUM 16544 x -10895432.8864539 y 4384805.37195816
16952	6822 1757SX	16952	Sequoyah	I-40 EB	U.S. 59 UNDER	6822 1757SX	32ft. - 49ft. - 32ft. I-BEAM	1967	35.44791944	-94.8057	114	40	—	3	0	2	37	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	80.9	Fair (5)	Fair (5)	Fair (5)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	9800	2022	5	Unmatched
Raw data OBJECTID 16539 BRKEY 16952 NBI No. 16952 On Under 1 Structure No. 6822 1757SX Control No. 022 Lane Ind. S Milepoint 17570 Facility Carried I-40 EB Feature Intersected U.S. 59 UNDER Division 01 County 135 Location 17.57 E MUSKOGEE C/L Sufficiency 80.9 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 38 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1967 ADT Total 9800 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37 Ref. Underclearance Rt. H Underclearance Right 3 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 38 Span Type Main M Material 3 - Steel Design 02 Length 114 Deck Width 40 Bridge Open Closed A TSF Rail 0 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 5 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 5 Deck Geometry 5 Underclearance 2 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 68.9 HS Inv. Rating Method 1 HS Inv. Method 41.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 15680 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 1608 Min Measured Clearance 1604 NBI Rating 16952 ODOT County 68 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 6 Lft. Curb SW 0 Rt. Curb SW 0 Description 32ft. - 49ft. - 32ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 6822 1757SX H Index 95.3601 Latitude 35:26:52.51 Longitude -94:48:20.52 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-40 Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Functionally Obsolete Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 22-1757S NBI Text 16952 Vault Link http://plansrv1/bridgemaintvault/b16952 GIS FO/SD FO H Inv. Method 31.7 Latitude DD 35.44791944 Longitude DD -94.8057 ODOT County Number 68 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16539 x -10553722.2482999 y 4224919.44376118
16043	5603 0980SX	16043	Okmulgee	I-40 EB	WOLF CREEK	5603 0980SX	(3) 45ft. I-BEAM	1964	35.430269	-95.915625	136.001	41.001	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	93	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6200	2022	5	Unmatched
Raw data OBJECTID 16538 BRKEY 16043 NBI No. 16043 On Under 1 Structure No. 5603 0980SX Control No. 003 Lane Ind. S Milepoint 09800 Facility Carried I-40 EB Feature Intersected WOLF CREEK Division 01 County 111 Location 9.80 E OKFUSKEE C/L Sufficiency 93 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 6200 ADT Year 2022 Design Load NO VALUE GIVEN Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 3 - Steel Design 02 Length 136.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 6 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 3 HS Operating Rating 80.2 HS Inv. Rating Method 3 HS Inv. Method 61.9 H Operating Rating 3 H Inv. Rating Method 3 Future ADT 9920 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 16043 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 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 45ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0980SX H Index 74.5217 Latitude 35:25:48.97 Longitude -95:54:56.25 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 EB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0980S NBI Text 16043 Vault Link http://plansrv1/bridgemaintvault/b16043 GIS FO/SD Meets Standards H Inv. Method 61.8 Latitude DD 35.430269 Longitude DD -95.915625 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16538 x -10677278.5341186 y 4222507.80758326
16042	5603 0980NX	16042	Okmulgee	I-40 WB	WOLF CREEK	5603 0980NX	(3) 45ft. I-BEAM	1964	35.43072778	-95.91551667	136.001	41.001	—	3	0	2	37.999	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	92	Satisfactory (6)	Fair (5)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	01 - Principal Arterial Interstate (Rural)	A	6300	2022	5	Unmatched
Raw data OBJECTID 16537 BRKEY 16042 NBI No. 16042 On Under 1 Structure No. 5603 0980NX Control No. 003 Lane Ind. N Milepoint 09800 Facility Carried I-40 WB Feature Intersected WOLF CREEK Division 01 County 111 Location 9.80 E OKFUSKEE C/L Sufficiency 92 Kind Hwy 1 Level Service 1 Route No. 00040 Service Type On 1 Service Type Off 5 Vertical Clearance N Horizontal Clearance 37.999 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 01 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 6300 ADT Year 2022 Design Load HS 20 Skew 0 No. Main Spans 3 Road Width 37.999 Ref. Underclearance Rt. N Underclearance Right 0 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 46.001 Span Type Main M Material 3 - Steel Design 02 Length 136.001 Deck Width 41.001 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 5 Super Rating 6 Sub Rating 6 Chan. Rating 7 Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance N Bridge Posting 5 Waterway Adequacy 8 Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 67.2 HS Inv. Rating Method 1 HS Inv. Method 40.2 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 10080 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 16042 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 1 Lft. Curb SW 1.499 Rt. Curb SW 1.499 Description (3) 45ft. I-BEAM Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 5603 0980NX H Index 71.4369 Latitude 35:25:50.62 Longitude -95:54:55.86 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-40 WB Scour 8 Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID 03-0980N NBI Text 16042 Vault Link http://plansrv1/bridgemaintvault/b16042 GIS FO/SD Meets Standards H Inv. Method 29.8 Latitude DD 35.43072778 Longitude DD -95.91551667 ODOT County Number 56 Maint. Dist. 1 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16537 x -10677266.4748781 y 4222570.48547279
16041	1649 0886SXR	16041	Comanche	I-44 RAMP W-S	U.S. 281B SB UNDER	1649 0886SXR	40ft.-50ft.-45ft. I-BM. SPANS SK.45 DEG.	1964	34.62086667	-98.38949722	138.123	25	—	3	45	1	20	3 - Steel	Stringer / Multi-beam or Girder (02)	M	Concrete cast-in-place (1)	Open, no restriction (A)	85.4	Good (7)	Good (7)	Very good (8)	Good (7)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	8950	2022	5	Unmatched
Raw data OBJECTID 16536 BRKEY 16041 NBI No. 16041 On Under 1 Structure No. 1649 0886SXR Control No. 049 Lane Ind. S Milepoint 08860 Facility Carried I-44 RAMP W-S Feature Intersected U.S. 281B SB UNDER Division 07 County 031 Location JCT. US62 & US277 Sufficiency 85.4 Kind Hwy 1 Level Service 7 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 20 Bridge System A Owner 01 - State Highway Agency Custodian 01 - State Highway Agency Hwy System 1 - On Highway Functional Class 11 - Principal Arterial Interstate (Rural) Year Built 1964 ADT Total 8950 ADT Year 2022 Design Load HS 20 Skew 45 No. Main Spans 3 Road Width 20 Ref. Underclearance Rt. H Underclearance Right 8.501 Underclearance Left 7.5 Deck Structure Type 1 No. Lanes 1 Fill RCB Appr. Roadway Width 25 Span Type Main M Material 3 - Steel Design 02 Length 138.123 Deck Width 25 Bridge Open Closed A TSF Rail 1 TSF Transition 1 TSF Appr. Guardrail 1 TSF Appr. Guardrail Ends 1 Appr. Roadway Cond. 2 Deck Rating 7 Super Rating 8 Sub Rating 7 Chan. Rating N Culv. Rating N Structure Rating 7 Deck Geometry 5 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 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 14320 Future ADT Year 2042 Bypass Detour 6.213712 School Bus Rte. 3 Posted Weight NR Posted Speed Limit N Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1611 Min Measured Clearance 1601 NBI Rating 16041 ODOT County 16 Nav. Control N Nav. HC 0 Lft. Br. Nav. Cl. 0 Nav. VC 0 Bridge Med. 1 DK Memb. Type 0 DK Protect. 0 DK Surf. Type 1 Lft. Curb SW 0 Rt. Curb SW 0 Description 40ft.-50ft.-45ft. I-BM. SPANS SK.45 DEG. Route Flag P Status Flag I On Off System 1 Frontage Ind. R Alt. Structure Name 1649 0886SXR H Index 98.5933 Latitude 34:37:15.12 Longitude -98:23:22.19 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 0 Roadway Name I-44 RAMP W-S Scour N Design Structure 2 - Stringer/Multi-beam or Girder FOSD Meets Standards Service Level 7 - Ramp, Wye, Connector, etc. Historical Significance 5 Local Bridge ID 133 NBI Text 16041 Vault Link http://plansrv1/bridgemaintvault/b16041 GIS FO/SD Meets Standards H Inv. Method 26 Latitude DD 34.62086667 Longitude DD -98.38949722 ODOT County Number 16 Maint. Dist. 7 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16536 x -10952668.7299366 y 4112477.05931272
16040	1434 0498WX	16040	Cleveland	I-44	SW 89TH ST. UNDER	1434 0498WX	35ft.-67ft.-35ft. CONC SLA	1964	35.37693056	-97.57514722	138.123	42.979	—	3	17	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	27650	2022	5	Unmatched
Raw data OBJECTID 16535 BRKEY 16040 NBI No. 16040 On Under 1 Structure No. 1434 0498WX Control No. 034 Lane Ind. W Milepoint 04980 Facility Carried I-44 Feature Intersected SW 89TH ST. UNDER Division 03 County 027 Location 5 MI N MCCLAIN C/L Sufficiency 95.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 1964 ADT Total 27650 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 6.89 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 138.123 Deck Width 42.979 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 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 44240 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting -1 Max Measured Clearance 1510 Min Measured Clearance 1510 NBI Rating 16040 ODOT County 14 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 35ft.-67ft.-35ft. CONC SLA Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1434 0498WX H Index 95.6107 Latitude 35:22:36.95 Longitude -97:34:30.53 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16040 Vault Link http://plansrv1/bridgemaintvault/b16040 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.37693056 Longitude DD -97.57514722 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16535 x -10862015.7026091 y 4215223.21542762
16039	1434 0498EX	16039	Cleveland	I-44	SW 89TH ST. UNDER	1434 0498EX	35ft.-67ft.-35ft. CONC. SL	1964	35.37693056	-97.57476667	138.123	42.979	—	3	17	2	38.058	2 - Concrete Continuous	Slab (01)	M	Concrete cast-in-place (1)	Open, no restriction (A)	95.1	Satisfactory (6)	Good (7)	Satisfactory (6)	Satisfactory (6)	Not applicable (N)	01 - State Highway Agency	01 - State Highway Agency	1 - On Highway	11 - Principal Arterial Interstate (Rural)	A	27300	2022	5	Unmatched
Raw data OBJECTID 16534 BRKEY 16039 NBI No. 16039 On Under 1 Structure No. 1434 0498EX Control No. 034 Lane Ind. E Milepoint 04980 Facility Carried I-44 Feature Intersected SW 89TH ST. UNDER Division 03 County 027 Location 5 MI N MCCLAIN C/L Sufficiency 95.1 Kind Hwy 1 Level Service 1 Route No. 00044 Service Type On 1 Service Type Off 1 Vertical Clearance Y Horizontal Clearance 37.73 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 1964 ADT Total 27300 ADT Year 2022 Design Load HS 20 Skew 17 No. Main Spans 3 Road Width 38.058 Ref. Underclearance Rt. H Underclearance Right 6.89 Underclearance Left 0 Deck Structure Type 1 No. Lanes 2 Fill RCB Appr. Roadway Width 37.999 Span Type Main M Material 2 - Concrete Continuous Design 01 Length 138.123 Deck Width 42.979 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 7 Super Rating 6 Sub Rating 6 Chan. Rating N Culv. Rating N Structure Rating 6 Deck Geometry 6 Underclearance 4 Bridge Posting 5 Waterway Adequacy N Approach Alignment 8 HS Operating Rating Method 1 HS Operating Rating 57 HS Inv. Rating Method 1 HS Inv. Method 34 H Operating Rating 1 H Inv. Rating Method 1 Future ADT 43680 Future ADT Year 2042 Bypass Detour 0.124274 School Bus Rte. 3 Posted Weight NR Posted Speed Limit 60 Narrow or 1 Lane N Advanced Warning Sign N Existing Posting 1507 Max Measured Clearance 1510 Min Measured Clearance 1510 NBI Rating 16039 ODOT County 14 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 35ft.-67ft.-35ft. CONC. SL Route Flag P Status Flag I On Off System 1 Frontage Ind. Alt. Structure Name 1434 0498EX H Index 94.5047 Latitude 35:22:36.95 Longitude -97:34:29.16 I257A 1 I257B 1 I257C 0 I257D 1 I257E 1 I263 2 Roadway Name I-44 Scour N Design Structure 1 - Slab FOSD Meets Standards Service Level 1 - Mainline Historical Significance 5 Local Bridge ID -1 NBI Text 16039 Vault Link http://plansrv1/bridgemaintvault/b16039 GIS FO/SD Meets Standards H Inv. Method 23 Latitude DD 35.37693056 Longitude DD -97.57476667 ODOT County Number 14 Maint. Dist. 3 HPMS Functional Class 1 Rural/Urban Rural ARC_ID_NUM 16534 x -10861973.3399769 y 4215223.21542762