ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 17575 | 5032 0987 X | 17575 | Murray | S.H. 7 WB | I-35 UNDER | 5032 0987 X | 35ft. - (86ft. - 70ft. - 86ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS SKEWED 30 DEG. | 1969 | 34.50666667 | -97.175 | 315.945 | 39.8 | — | 3 | 30 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17896 BRKEY
17575 NBI No.
17575 On Under
1 Structure No.
5032 0987 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 7 WB Feature Intersected
I-35 UNDER Division
07 County
099 Location
GARVIN C/L Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
3750 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
28.668 Underclearance Left
16.417 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
315.945 Deck Width
39.8 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
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N 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
6000 Future ADT Year
2042 Bypass Detour
0.099997 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
1606 Min Measured Clearance
1604 NBI Rating
17575 ODOT County
50 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. - (86ft. - 70ft. - 86ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS SKEWED 30 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0987 X H Index
85.3493 Latitude
34:30:24 Longitude
-97:10:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 7 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119 NBI Text
17575 Vault Link
http://plansrv1/bridgemaintvault/b17575 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.50666667 Longitude DD
-97.175 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17896 x
-10817471.5178364 y
4097039.58213228 |
|||||||||||||||||||||||||||||||||||||
| 17574 | 5032 0985 X | 17574 | Murray | S.H. 7 EB | I-35 UNDER | 5032 0985 X | 35ft. - (86ft. - 70ft. - 86ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS SKEWED 30 DEG. | 1969 | 34.50638889 | -97.17472222 | 315.945 | 41.001 | — | 3 | 30 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17895 BRKEY
17574 NBI No.
17574 On Under
1 Structure No.
5032 0985 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 7 EB Feature Intersected
I-35 UNDER Division
07 County
099 Location
GARVIN C/L Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
315.945 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.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N 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
5120 Future ADT Year
2042 Bypass Detour
0.099997 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
1606 Min Measured Clearance
1603 NBI Rating
17574 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - (86ft. - 70ft. - 86ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS SKEWED 30 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0985 X H Index
98.9651 Latitude
34:30:23 Longitude
-97:10:29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 7 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118 NBI Text
17574 Vault Link
http://plansrv1/bridgemaintvault/b17574 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.50638889 Longitude DD
-97.17472222 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17895 x
-10817440.5955082 y
4097002.05784258 |
|||||||||||||||||||||||||||||||||||||
| 17484 | 2004 1157NX | 17484 | Custer | I-40 WB | I-40 BUS. UNDER | 2004 1157NX | 39ft.-57ft.-39ft. CONT. I-BEAM SPANS, SK. 36 DEG. L.F. | 1969 | 35.52165278 | -98.71468056 | 139.108 | 39.8 | — | 3 | 36 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17894 BRKEY
17484 NBI No.
17484 On Under
1 Structure No.
2004 1157NX Control No.
004 Lane Ind.
N Milepoint
11570 Facility Carried
I-40 WB Feature Intersected
I-40 BUS. UNDER Division
05 County
039 Location
0.7 MI E JCT S.H. 54 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
36 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
11.499 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
139.108 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1903 Min Measured Clearance
1706 NBI Rating
17484 ODOT County
20 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
39ft.-57ft.-39ft. CONT. I-BEAM SPANS, SK. 36 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1157NX H Index
88.1657 Latitude
35:31:17.95 Longitude
-98:42:52.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 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
17484 Vault Link
http://plansrv1/bridgemaintvault/b17484 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.52165278 Longitude DD
-98.71468056 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17894 x
-10988867.9737599 y
4234999.59184367 |
|||||||||||||||||||||||||||||||||||||
| 17483 | 0504 1086SX | 17483 | Beckham | I-40 EB | CO. RD. UNDER | 0504 1086SX | 40ft.-50ft.-40ft. CONT. PL | 1969 | 35.386286 | -99.452969 | 132 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | 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 | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17893 BRKEY
17483 NBI No.
17483 On Under
1 Structure No.
0504 1086SX Control No.
004 Lane Ind.
S Milepoint
10860 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
05 County
009 Location
10.9 MI.E.OF I-40 BUS Sufficiency
90.9 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
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
7.1 Underclearance Left
8.1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
132 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.
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
11120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2300 Max Measured Clearance
2311 Min Measured Clearance
2310 NBI Rating
17483 ODOT County
05 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
40ft.-50ft.-40ft. CONT. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1086SX H Index
91.7377 Latitude
35:23:10.63 Longitude
-99:27:10.69 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17483 Vault Link
http://plansrv1/bridgemaintvault/b17483 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.386286 Longitude DD
-99.452969 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17893 x
-11071053.8669592 y
4216500.56771345 |
|||||||||||||||||||||||||||||||||||||
| 17482 | 0504 1086NX | 17482 | Beckham | I-40 WB | CO. RD. UNDER | 0504 1086NX | 40ft.-50ft.-40ft. CONT. PL | 1969 | 35.38658333 | -99.45295 | 132 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | 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 | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17892 BRKEY
17482 NBI No.
17482 On Under
1 Structure No.
0504 1086NX Control No.
004 Lane Ind.
N Milepoint
10860 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
05 County
009 Location
10.9 MI.E.OF I-40 BUS Sufficiency
90.9 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
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
6800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
6.5 Underclearance Left
7.2 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
132 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
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
10880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17482 ODOT County
05 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
40ft.-50ft.-40ft. CONT. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1086NX H Index
96.8418 Latitude
35:23:11.7 Longitude
-99:27:10.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17482 Vault Link
http://plansrv1/bridgemaintvault/b17482 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.38658333 Longitude DD
-99.45295 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17892 x
-11071051.7518889 y
4216541.16632532 |
|||||||||||||||||||||||||||||||||||||
| 17481 | 5712 0908 X | 17481 | Osage | S.H. 18 | SOLOMAN CREEK | 5712 0908 X | 3-45ft. PRESTRESSED C | 1969 | 36.62975 | -96.69070278 | 136.001 | 46.001 | — | 3 | 10 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17891 BRKEY
17481 NBI No.
17481 On Under
1 Structure No.
5712 0908 X Control No.
012 Lane Ind.
Milepoint
09080 Facility Carried
S.H. 18 Feature Intersected
SOLOMAN CREEK Division
08 County
113 Location
9.2 MI.N.PAWNEE CL. Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1969 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
136.001 Deck Width
46.001 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.3 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17481 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5712 0908 X H Index
100 Latitude
36:37:47.1 Longitude
-96:41:26.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17481 Vault Link
http://plansrv1/bridgemaintvault/b17481 GIS FO/SD
Meets Standards H Inv. Method
26.1 Latitude DD
36.62975 Longitude DD
-96.69070278 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17891 x
-10763559.7979134 y
4387623.60207935 |
|||||||||||||||||||||||||||||||||||||
| 17480 | 3602 0893SX | 17480 | Kay | U.S. 60 E.B. | PUBLIC STREET UNDER | 3602 0893SX | 40ft.-50ft.-40ft. CONT. I-BM. SPANS W/ TR-4 RAILS CURBS SK. 63 DEG. 45ft.58.04ft. | 1969 | 36.69349167 | -97.30083333 | 133.261 | 40.167 | — | 3 | 26 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17890 BRKEY
17480 NBI No.
17480 On Under
1 Structure No.
3602 0893SX Control No.
002 Lane Ind.
S Milepoint
08930 Facility Carried
U.S. 60 E.B. Feature Intersected
PUBLIC STREET UNDER Division
04 County
071 Location
2.6 MI E JCT I 35 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1969 ADT Total
2050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
26 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
133.261 Deck Width
40.167 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
28 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3280 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1803 Max Measured Clearance
1801 Min Measured Clearance
1801 NBI Rating
17480 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. CONT. I-BM. SPANS W/ TR-4 RAILS CURBS SK. 63 DEG. 45ft.58.04ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0893SX H Index
99.0015 Latitude
36:41:36.57 Longitude
-97:18:03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17480 Vault Link
http://plansrv1/bridgemaintvault/b17480 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.69349167 Longitude DD
-97.30083333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17890 x
-10831479.2200568 y
4396469.15837979 |
|||||||||||||||||||||||||||||||||||||
| 17390 | 6135T1140 X | 17390 | Pittsburg | IND. NATION TP | CREEK | 6135T1140 X | 2-10ft. X 10ft. X 129ft. RC BOX SK 30 LF | 1969 | 34.74461389 | -95.76529444 | 24.199 | 131.001 | — | 2 | 30 | 4 | 128.999 | 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
17889 BRKEY
17390 NBI No.
17390 On Under
1 Structure No.
6135T1140 X Control No.
035 Lane Ind.
Milepoint
11400 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
49.7 MI S OF 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
1969 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
128.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
131.001 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
137.1 HS Inv. Rating Method
1 HS Inv. Method
82.1 H Operating Rating
1 H Inv. Rating Method
1 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
17390 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 129ft. RC BOX SK 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1140 X H Index
98.35 Latitude
34:44:40.61 Longitude
-95:45:55.06 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
49.75 NBI Text
17390 Vault Link
http://plansrv1/bridgemaintvault/b17390 GIS FO/SD
Meets Standards H Inv. Method
59.6 Latitude DD
34.74461389 Longitude DD
-95.76529444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17889 x
-10660543.8127287 y
4129229.12452159 |
|||||||||||||||||||||||||||||||||||||
| 17389 | 2002 1036 X | 17389 | Custer | I-40 | CREEK | 2002 1036 X | 2-10ft.X6ft.X159ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1969 | 35.49994722 | -98.97079444 | 25.919 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 18900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17888 BRKEY
17389 NBI No.
17389 On Under
1 Structure No.
2002 1036 X Control No.
002 Lane Ind.
Milepoint
10360 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
039 Location
0.8 MI E JCT I-40 BUS. Sufficiency
76.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1969 ADT Total
18900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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
7 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
49.12 HS Inv. Rating Method
1 HS Inv. Method
29.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30240 Future ADT Year
2042 Bypass Detour
1.242742 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
17389 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X159ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1036 X H Index
93.4 Latitude
35:29:59.81 Longitude
-98:58:14.86 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17389 Vault Link
http://plansrv1/bridgemaintvault/b17389 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
35.49994722 Longitude DD
-98.97079444 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17888 x
-11017378.4404665 y
4232031.24543683 |
|||||||||||||||||||||||||||||||||||||
| 17388 | 3630 0760 X | 17388 | Kay | U.S. 60 | CREEK | 3630 0760 X | 2-8ft. X 3ft. X 219ft. R.C.BOX SK.45 DEG. RF W/ 3ft. ADDITIONAL CURTAIN WALLS | 1969 | 36.687975 | -97.14426667 | 23.688 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17887 BRKEY
17388 NBI No.
17388 On Under
1 Structure No.
3630 0760 X Control No.
030 Lane Ind.
Milepoint
07600 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
071 Location
11.5 MI E JCT I 35 Sufficiency
83.7 Kind Hwy
2 Level Service
1 Route No.
00060 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
1969 ADT Total
7600 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
7 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
23.688 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
198.3 HS Inv. Rating Method
1 HS Inv. Method
118.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17388 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft. X 3ft. X 219ft. R.C.BOX SK.45 DEG. RF W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0760 X H Index
99.4182 Latitude
36:41:16.71 Longitude
-97:08:39.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17388 Vault Link
http://plansrv1/bridgemaintvault/b17388 GIS FO/SD
Meets Standards H Inv. Method
99.6 Latitude DD
36.687975 Longitude DD
-97.14426667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17887 x
-10814050.2991904 y
4395703.30962373 |
|||||||||||||||||||||||||||||||||||||
| 17387 | 6722 0304 X | 17387 | Seminole | S.H. 56 | CREEK | 6722 0304 X | 2-10ft.X 10ft.X 91ft. RDY | 1969 | 35.20061389 | -96.47931944 | 22.966 | 45 | — | 2 | 0 | 2 | 45 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17886 BRKEY
17387 NBI No.
17387 On Under
1 Structure No.
6722 0304 X Control No.
022 Lane Ind.
Milepoint
03040 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
2.9 MI N JCT US 270BU Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
45 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
45 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
4 Culv. Rating
8 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.4 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17387 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 91ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6722 0304 X H Index
99.01 Latitude
35:12:02.21 Longitude
-96:28:45.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17387 Vault Link
http://plansrv1/bridgemaintvault/b17387 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.20061389 Longitude DD
-96.47931944 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17886 x
-10740028.7121424 y
4191177.30070489 |
|||||||||||||||||||||||||||||||||||||
| 17386 | 2702 0282 X | 17386 | Grant | U.S. 60/U.S. 64&81 | CREEK | 2702 0282 X | 2-10ft.X 6ft.X 84ft. R.C. BOX SKEWED 30 DEG RF W/ 3ft. CURTAIN WALLS | 1969 | 36.634778 | -97.875331 | 24.199 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17885 BRKEY
17386 NBI No.
17386 On Under
1 Structure No.
2702 0282 X Control No.
002 Lane Ind.
Milepoint
02820 Facility Carried
U.S. 60/U.S. 64&81 Feature Intersected
CREEK Division
04 County
053 Location
2.9 MI N GARFIELD CO Sufficiency
91.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1969 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
41.998 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 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
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
127.9 HS Inv. Rating Method
1 HS Inv. Method
76.7 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
17386 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 84ft. R.C. BOX SKEWED 30 DEG RF W/ 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2702 0282 X H Index
98.68 Latitude
36:38:05.2 Longitude
-97:52:31.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64 & 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17386 Vault Link
http://plansrv1/bridgemaintvault/b17386 GIS FO/SD
Meets Standards H Inv. Method
42.6 Latitude DD
36.634778 Longitude DD
-97.875331 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17885 x
-10895432.0081431 y
4388321.08149314 |
|||||||||||||||||||||||||||||||||||||
| 17385 | 5159 0226 X | 17385 | Muskogee | S.H. 100 | TOWN CREEK | 5159 0226 X | 2-10ft.X 5ft.X 59ft. R.C.B | 1969 | 35.51165278 | -95.13990833 | 21.982 | 62 | — | 2 | 0 | 2 | 60 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17884 BRKEY
17385 NBI No.
17385 On Under
1 Structure No.
5159 0226 X Control No.
059 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 100 Feature Intersected
TOWN CREEK Division
01 County
101 Location
2.2 MI NE JCT I-40 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 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
1969 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
62 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.4 HS Inv. Rating Method
1 HS Inv. Method
49.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17385 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 59ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5159 0226 X H Index
67 Latitude
35:30:41.95 Longitude
-95:08:23.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17385 Vault Link
http://plansrv1/bridgemaintvault/b17385 GIS FO/SD
Meets Standards H Inv. Method
27.7 Latitude DD
35.51165278 Longitude DD
-95.13990833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17884 x
-10590926.1494143 y
4233631.94098417 |
|||||||||||||||||||||||||||||||||||||
| 17296 | 7333R0150 X | 17296 | Wagoner | MUSKOGEE TP | CO. RD. UNDER | 7333R0150 X | -1 | 1968 | 35.31666667 | -95.55972222 | 174.869 | 22.999 | — | 2 | 30 | 4 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 57.9 | 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) | P | 9120 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
17883 BRKEY
17296 NBI No.
17296 On Under
2 Structure No.
7333R0150 X Control No.
033 Lane Ind.
Milepoint
01500 Facility Carried
MUSKOGEE TP Feature Intersected
CO. RD. UNDER Division
01 County
145 Location
29.2 MI SE OF SH 51 Sufficiency
57.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
P 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
9120 ADT Year
1999 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
_ No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
174.869 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.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
9100 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17296 ODOT County
73 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
-1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7333R0150 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
CO. RD. 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
17296 Vault Link
http://plansrv1/bridgemaintvault/b17296 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17883 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 17295 | 6425T1910 X | 17295 | Pushmataha | IND. NATION TP | TEN MILE CREEK NO. 2 | 6425T1910 X | 50ft.,60ft.,50ft. PC BM SPANS | 1968 | 34.39431111 | -95.72366389 | 162.073 | 73.999 | — | 3 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17882 BRKEY
17295 NBI No.
17295 On Under
1 Structure No.
6425T1910 X Control No.
025 Lane Ind.
Milepoint
19100 Facility Carried
IND. NATION TP Feature Intersected
TEN MILE CREEK NO. 2 Division
02 County
127 Location
75.83 MI'S S. JCT I-40 Sufficiency
83.6 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
09 - Local (Rural) Year Built
1968 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.073 Deck Width
73.999 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
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6240 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
17295 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,60ft.,50ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T1910 X H Index
89.2784 Latitude
34:23:39.52 Longitude
-95:43:25.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75.83 NBI Text
17295 Vault Link
http://plansrv1/bridgemaintvault/b17295 GIS FO/SD
Meets Standards H Inv. Method
33.2 Latitude DD
34.39431111 Longitude DD
-95.72366389 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17882 x
-10655909.5211013 y
4081872.06443792 |
|||||||||||||||||||||||||||||||||||||
| 17294 | 6135T1060 X | 17294 | Pittsburg | IND. NATION TP | CREEK | 6135T1060 X | 3-55ft. PC BM SPANS | 1968 | 34.73314167 | -95.76428333 | 167.979 | 73.999 | — | 3 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.5 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17881 BRKEY
17294 NBI No.
17294 On Under
1 Structure No.
6135T1060 X Control No.
035 Lane Ind.
Milepoint
10600 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
50.5 MI'S S. JCT I-40 Sufficiency
80.5 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 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
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
167.979 Deck Width
73.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.7 HS Inv. Rating Method
1 HS Inv. Method
46.8 H Operating Rating
1 H Inv. Rating Method
1 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
17294 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1060 X H Index
89.2908 Latitude
34:43:59.31 Longitude
-95:45:51.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.50 NBI Text
17294 Vault Link
http://plansrv1/bridgemaintvault/b17294 GIS FO/SD
SD H Inv. Method
40.4 Latitude DD
34.73314167 Longitude DD
-95.76428333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17881 x
-10660431.2564784 y
4127675.03881593 |
|||||||||||||||||||||||||||||||||||||
| 17293 | 5163T0997 X | 17293 | Muskogee | N4350 | MUSKOGEE TP UNDER | 5163T0968 X | 2-83ft. PC BEAM SPANS, SK60LF | 1968 | 35.596633 | -95.269161 | 167.979 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17880 BRKEY
17293 NBI No.
17293 On Under
1 Structure No.
5163T0997 X Control No.
Lane Ind.
Milepoint
Facility Carried
N4350 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
9.6 MI'S NE JCT I-40 Sufficiency
86.4 Kind Hwy
4 Level Service
1 Route No.
N4350 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P 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 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
167.979 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
81.9 HS Inv. Rating Method
1 HS Inv. Method
30.3 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
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1701 Min Measured Clearance
1609 NBI Rating
17293 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-83ft. PC BEAM SPANS, SK60LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0968 X H Index
100 Latitude
35:35:47.88 Longitude
-95:16:08.98 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N4350 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.75 NBI Text
17293 Vault Link
http://plansrv1/bridgemaintvault/b17293 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
35.596633 Longitude DD
-95.269161 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17880 x
-10605314.4908224 y
4245259.70300634 |
|||||||||||||||||||||||||||||||||||||
| 17292 | 6425T0520 X | 17292 | Pushmataha | IND. NATION TP | BEAVER CREEK | 6425T0520 X | 3-55ft. PC BM SPANS | 1968 | 34.22051389 | -95.63688889 | 167.001 | 74.003 | — | 3 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17879 BRKEY
17292 NBI No.
17292 On Under
1 Structure No.
6425T0520 X Control No.
025 Lane Ind.
Milepoint
05200 Facility Carried
IND. NATION TP Feature Intersected
BEAVER CREEK Division
02 County
127 Location
89.7 MI'S S. JCT I-40 Sufficiency
94.6 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
09 - Local (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
167.001 Deck Width
74.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.6 HS Inv. Rating Method
1 HS Inv. Method
41.1 H Operating Rating
1 H Inv. Rating Method
1 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
17292 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T0520 X H Index
98.4797 Latitude
34:13:13.85 Longitude
-95:38:12.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
89.70 NBI Text
17292 Vault Link
http://plansrv1/bridgemaintvault/b17292 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
34.22051389 Longitude DD
-95.63688889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17879 x
-10646249.7722877 y
4058450.22685418 |
|||||||||||||||||||||||||||||||||||||
| 17291 | 5542R0491 XR | 17291 | Oklahoma | I-235 RAMP | I-235 UNDER | 5542 0491 X | 30ft.-43ft.-55ft.-30ft. I-BM. SPANS X 20ft. CLY RDWY W/ 2-1.5ft. SAFETY CURBS | 1968 | 35.52521389 | -97.51616111 | 160 | 25 | — | 4 | 0 | 1 | 20.548 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
17878 BRKEY
17291 NBI No.
17291 On Under
1 Structure No.
5542R0491 XR Control No.
Lane Ind.
Milepoint
Facility Carried
I-235 RAMP Feature Intersected
I-235 UNDER Division
04 County
109 Location
4.9 MI N OF I-40 Sufficiency
75.1 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20.548 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
1968 ADT Total
5000 ADT Year
2011 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
20.548 Ref. Underclearance Rt.
H Underclearance Right
9.498 Underclearance Left
4.997 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
20.548 Span Type Main
M Material
3 - Steel Design
02 Length
160 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 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
6 HS Operating Rating Method
1 HS Operating Rating
95.35 HS Inv. Rating Method
1 HS Inv. Method
57.21 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2031 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
17291 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-43ft.-55ft.-30ft. I-BM. SPANS X 20ft. CLY RDWY W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0491 X H Index
58.1356 Latitude
35:31:30.77 Longitude
-97:30:58.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
- Roadway Name
I-235 RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
17291 Vault Link
http://plansrv1/bridgemaintvault/b17291 GIS FO/SD
SD H Inv. Method
41.116 Latitude DD
35.52521389 Longitude DD
-97.51616111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17878 x
-10855449.39888 y
4235486.66850222 |
|||||||||||||||||||||||||||||||||||||
| 17573 | 3627 0054SX | 17573 | Kay | U.S. 60 BUS. | BOIS D'ARC CREEK | 3627 0054SX | 50ft. (64ft.-80ft.-64ft. CONT.) 50ft. PLATE GIRDER SPANS W/ 2 -1.5ft. SAFETY CURBS | 1969 | 36.68904722 | -97.11937778 | 310.039 | 32.999 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17877 BRKEY
17573 NBI No.
17573 On Under
1 Structure No.
3627 0054SX Control No.
027 Lane Ind.
S Milepoint
00540 Facility Carried
U.S. 60 BUS. Feature Intersected
BOIS D'ARC CREEK Division
04 County
071 Location
0.5 MI E JCT US 60 Sufficiency
78 Kind Hwy
3 Level Service
6 Route No.
0060B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
3250 ADT Year
2022 Design Load
HS 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
35.997 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
310.039 Deck Width
32.999 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17573 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft. (64ft.-80ft.-64ft. CONT.) 50ft. PLATE GIRDER SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3627 0054SX H Index
79.2954 Latitude
36:41:20.57 Longitude
-97:07:09.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
17573 Vault Link
http://plansrv1/bridgemaintvault/b17573 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.68904722 Longitude DD
-97.11937778 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17877 x
-10811279.6806292 y
4395852.15568895 |
|||||||||||||||||||||||||||||||||||||
| 17572 | 3627 0054NX | 17572 | Kay | U.S. 60 BUS. | BOIS D'ARC CREEK | 3627 0054NX | 50ft. (64ft.-80ft.-64ft. CONT.) 50ft. PLATE GIRDER SPANS W/ 2 -1.5ft. SAFETY CURBS | 1969 | 36.68935278 | -97.11950556 | 310.039 | 32.999 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17876 BRKEY
17572 NBI No.
17572 On Under
1 Structure No.
3627 0054NX Control No.
027 Lane Ind.
N Milepoint
00540 Facility Carried
U.S. 60 BUS. Feature Intersected
BOIS D'ARC CREEK Division
04 County
071 Location
0.5 MI E JCT US 60 Sufficiency
66.9 Kind Hwy
3 Level Service
6 Route No.
0060B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
3200 ADT Year
2022 Design Load
HS 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
35.997 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
310.039 Deck Width
32.999 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17572 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft. (64ft.-80ft.-64ft. CONT.) 50ft. PLATE GIRDER SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3627 0054NX H Index
78.945 Latitude
36:41:21.67 Longitude
-97:07:10.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
17572 Vault Link
http://plansrv1/bridgemaintvault/b17572 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.68935278 Longitude DD
-97.11950556 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17876 x
-10811293.9050337 y
4395894.5740463 |
|||||||||||||||||||||||||||||||||||||
| 17571 | 5032R0839 X | 17571 | Murray | ROCK CRUSHER RD. | I-35 UNDER | 5032 0839 X | 34ft.(3-82ft. CONT.)34ft. | 1969 | 34.487875 | -97.16176667 | 320 | 32.799 | — | 3 | 0 | 2 | 31.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.3 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 600 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
17875 BRKEY
17571 NBI No.
17571 On Under
1 Structure No.
5032R0839 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCK CRUSHER RD. Feature Intersected
I-35 UNDER Division
07 County
099 Location
8.3 MI N CARTER CO Sufficiency
56.3 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
600 ADT Year
2016 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
320 Deck Width
32.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
37.589 HS Inv. Rating Method
1 HS Inv. Method
22.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2036 Bypass Detour
4 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1608 Min Measured Clearance
1602 NBI Rating
17571 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.(3-82ft. CONT.)34ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0839 X H Index
75.2942 Latitude
34:29:16.35 Longitude
-97:09:42.36 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
ROCK CRUSHER RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
019 NBI Text
17571 Vault Link
http://plansrv1/bridgemaintvault/b17571 GIS FO/SD
SD H Inv. Method
15.322 Latitude DD
34.487875 Longitude DD
-97.16176667 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17875 x
-10815998.3902793 y
4094501.36564914 |
|||||||||||||||||||||||||||||||||||||
| 17570 | 6135T1680 X | 17570 | Pittsburg | IND. NATION TP | PEACEABLE CREEK | 6135T1680 X | 3-100ft. PC BM SPANS | 1969 | 34.82327778 | -95.79513333 | 303.15 | 73.999 | — | 3 | 20 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17874 BRKEY
17570 NBI No.
17570 On Under
1 Structure No.
6135T1680 X Control No.
035 Lane Ind.
Milepoint
16800 Facility Carried
IND. NATION TP Feature Intersected
PEACEABLE CREEK Division
02 County
121 Location
44.14 MI'S S. JCT I-40 Sufficiency
94.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 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
1969 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
303.15 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
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
17570 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1680 X H Index
100 Latitude
34:49:23.8 Longitude
-95:47:42.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.14 NBI Text
17570 Vault Link
http://plansrv1/bridgemaintvault/b17570 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.82327778 Longitude DD
-95.79513333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17874 x
-10663865.4627693 y
4139891.15863234 |
|||||||||||||||||||||||||||||||||||||
| 17569 | 2546 1635WX | 17569 | Garvin | I-35 | RUSH CREEK | 2546 1635WX | 3-100ft. CONT. PLATE G | 1969 | 34.73217778 | -97.25805556 | 301 | 40 | — | 3 | 20 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | 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 | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17873 BRKEY
17569 NBI No.
17569 On Under
1 Structure No.
2546 1635WX Control No.
046 Lane Ind.
W Milepoint
16350 Facility Carried
I-35 Feature Intersected
RUSH CREEK Division
03 County
049 Location
0.6 MI S OF SH-19 Sufficiency
95.6 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
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15900 ADT Year
2022 Design Load
HS 20 Skew
20 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
4 - Steel Continuous Design
02 Length
301 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
6 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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17569 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. CONT. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1635WX H Index
81.1537 Latitude
34:43:55.84 Longitude
-97:15:29 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
17569 Vault Link
http://plansrv1/bridgemaintvault/b17569 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.73217778 Longitude DD
-97.25805556 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17873 x
-10826717.2204831 y
4127544.47516279 |
|||||||||||||||||||||||||||||||||||||
| 17479 | 3602 0893NX | 17479 | Kay | U.S. 60 W.B. | PUBLIC STREET UNDER | 3602 0893NX | 40ft.-50ft.-40ft. CONT. I-BM. SPANS W/ TR-4 RAIL SK. 64 DEG. 11ft.44.49ft. | 1969 | 36.69388889 | -97.30095833 | 133.261 | 40.167 | — | 3 | 26 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17872 BRKEY
17479 NBI No.
17479 On Under
1 Structure No.
3602 0893NX Control No.
002 Lane Ind.
N Milepoint
08930 Facility Carried
U.S. 60 W.B. Feature Intersected
PUBLIC STREET UNDER Division
04 County
071 Location
2.6 MI E JCT I 35 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1969 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
26 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
133.261 Deck Width
40.167 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
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
28 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1803 Max Measured Clearance
1908 Min Measured Clearance
1906 NBI Rating
17479 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. CONT. I-BM. SPANS W/ TR-4 RAIL SK. 64 DEG. 11ft.44.49ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0893NX H Index
99.1762 Latitude
36:41:38 Longitude
-97:18:03.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17479 Vault Link
http://plansrv1/bridgemaintvault/b17479 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.69388889 Longitude DD
-97.30095833 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17872 x
-10831493.1349931 y
4396524.30435405 |
|||||||||||||||||||||||||||||||||||||
| 17478 | 3602R0887SX | 17478 | Kay | U.S. 60 | VACATED R.R RIGHT-OF-WAY | 3602 0887SX | 40ft.-50ft.-40ft. CONT. I-BM. SPANS WITH 2 -6ft. ft. CURBS | 1969 | 36.693825 | -97.30193889 | 132.874 | 39.8 | — | 3 | 0 | 2 | 36.663 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2050 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
17871 BRKEY
17478 NBI No.
17478 On Under
1 Structure No.
3602R0887SX Control No.
002 Lane Ind.
S Milepoint
08870 Facility Carried
U.S. 60 Feature Intersected
VACATED R.R RIGHT-OF-WAY Division
04 County
071 Location
2.5 MI E JCT I 35 Sufficiency
85.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
36.663 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
1969 ADT Total
2050 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.663 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35.997 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
132.874 Deck Width
39.8 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
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.5 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3280 Future ADT Year
2032 Bypass Detour
0.099997 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
17478 ODOT County
36 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
0.499 Rt. Curb SW
0.499 Description
40ft.-50ft.-40ft. CONT. I-BM. SPANS WITH 2 -6ft. ft. CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0887SX H Index
82.3378 Latitude
36:41:37.77 Longitude
-97:18:06.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
17478 Vault Link
http://plansrv1/bridgemaintvault/b17478 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.693825 Longitude DD
-97.30193889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17871 x
-10831602.290433 y
4396515.43449872 |
|||||||||||||||||||||||||||||||||||||
| 17477 | 3602R0887NX | 17477 | Kay | U.S. 60 | VACATED R.R RIGHT-OF-WAY | 3602 0887NX | 40ft.-50ft.-40ft. CONT. I-BM. SPANS WITH 2 - 6ft. ft. CURBS | 1969 | 36.69416667 | -97.30166667 | 130.906 | 39.8 | — | 3 | 0 | 2 | 36.598 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
17870 BRKEY
17477 NBI No.
17477 On Under
1 Structure No.
3602R0887NX Control No.
002 Lane Ind.
N Milepoint
08870 Facility Carried
U.S. 60 Feature Intersected
VACATED R.R RIGHT-OF-WAY Division
04 County
071 Location
2.5 MI E JCT I 35 Sufficiency
85.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
36.598 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
1969 ADT Total
2000 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.598 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35.997 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
130.906 Deck Width
39.8 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
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.5 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2032 Bypass Detour
0.099997 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
17477 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
40ft.-50ft.-40ft. CONT. I-BM. SPANS WITH 2 - 6ft. ft. CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0887NX H Index
83.7609 Latitude
36:41:39 Longitude
-97:18:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
17477 Vault Link
http://plansrv1/bridgemaintvault/b17477 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.69416667 Longitude DD
-97.30166667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17870 x
-10831571.9870412 y
4396562.86866595 |
|||||||||||||||||||||||||||||||||||||
| 17476 | 0323T0200 X | 17476 | Atoka | IND. NATION TP | S.H. 43 UNDER | 0323T0200 X | 42ft. - 52ft. - 41ft. PC BEAM SK 25° | 1969 | 34.52927778 | -95.75489444 | 137.999 | 87.999 | — | 3 | 25 | 4 | 85.6 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17869 BRKEY
17476 NBI No.
17476 On Under
1 Structure No.
0323T0200 X Control No.
023 Lane Ind.
Milepoint
02000 Facility Carried
IND. NATION TP Feature Intersected
S.H. 43 UNDER Division
02 County
005 Location
18.3 E JCT US-69 Sufficiency
99.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1969 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
85.6 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
11.499 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.999 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.7 HS Inv. Rating Method
1 HS Inv. Method
38.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 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
1601 Max Measured Clearance
1606 Min Measured Clearance
1604 NBI Rating
17476 ODOT County
03 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft. - 52ft. - 41ft. PC BEAM SK 25° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0200 X H Index
87.6286 Latitude
34:31:45.4 Longitude
-95:45:17.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65.94 NBI Text
17476 Vault Link
http://plansrv1/bridgemaintvault/b17476 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.52927778 Longitude DD
-95.75489444 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17869 x
-10659386.0900245 y
4100094.45430164 |
|||||||||||||||||||||||||||||||||||||
| 17475 | 5164 0071WX | 17475 | Muskogee | S.H. 165 SB | CHANDLER ST. UNDER | 5164 0071WX | 2-64ft. CONT. I-BM. SP | 1969 | 35.7404 | -95.30994722 | 129.501 | 40.171 | — | 2 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17868 BRKEY
17475 NBI No.
17475 On Under
1 Structure No.
5164 0071WX Control No.
064 Lane Ind.
W Milepoint
00710 Facility Carried
S.H. 165 SB Feature Intersected
CHANDLER ST. UNDER Division
01 County
101 Location
2.1 MI S JCT US 62 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1969 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
129.501 Deck Width
40.171 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1702 Min Measured Clearance
1603 NBI Rating
17475 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-64ft. CONT. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0071WX H Index
93.0553 Latitude
35:44:25.44 Longitude
-95:18:35.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S.H. 165 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
17475 Vault Link
http://plansrv1/bridgemaintvault/b17475 GIS FO/SD
Meets Standards H Inv. Method
23.5 Latitude DD
35.7404 Longitude DD
-95.30994722 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17868 x
-10609854.7920642 y
4264959.35573851 |
|||||||||||||||||||||||||||||||||||||
| 17384 | 5164 0195 X | 17384 | Muskogee | S.H. 165 | TREATY CREEK | 5164 0195 X | 2-10ft.X 10ft.X 307ft. R.C | 1969 | 35.75804167 | -95.31015 | 25.919 | 0 | — | 2 | 30 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 18600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17867 BRKEY
17384 NBI No.
17384 On Under
1 Structure No.
5164 0195 X Control No.
064 Lane Ind.
Milepoint
01950 Facility Carried
S.H. 165 Feature Intersected
TREATY CREEK Division
01 County
101 Location
0.9 MI S JCT US 62 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1969 ADT Total
18600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29760 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17384 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 307ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0195 X H Index
66.7232 Latitude
35:45:28.95 Longitude
-95:18:36.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17384 Vault Link
http://plansrv1/bridgemaintvault/b17384 GIS FO/SD
Meets Standards H Inv. Method
72.3 Latitude DD
35.75804167 Longitude DD
-95.31015 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17867 x
-10609877.3654305 y
4267379.1505508 |
|||||||||||||||||||||||||||||||||||||
| 17383 | 5164 0081WXF | 17383 | Muskogee | S.H. 165 FTRG RD. | WEB CREEK | 5164 0081WXF | 2-10ft.X 10ft.X 76ft. R.C. | 1969 | 35.74222222 | -95.31097778 | 22.966 | 0 | — | 2 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17866 BRKEY
17383 NBI No.
17383 On Under
1 Structure No.
5164 0081WXF Control No.
064 Lane Ind.
W Milepoint
00810 Facility Carried
S.H. 165 FTRG RD. Feature Intersected
WEB CREEK Division
01 County
101 Location
2 MI S JCT US 62 Sufficiency
81.5 Kind Hwy
2 Level Service
8 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1969 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
5 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
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
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
124.7 HS Inv. Rating Method
1 HS Inv. Method
74.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17383 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 76ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5164 0081WXF H Index
66.1051 Latitude
35:44:32 Longitude
-95:18:39.52 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
17383 Vault Link
http://plansrv1/bridgemaintvault/b17383 GIS FO/SD
Meets Standards H Inv. Method
41.5 Latitude DD
35.74222222 Longitude DD
-95.31097778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17866 x
-10609969.5134786 y
4265209.27314143 |
|||||||||||||||||||||||||||||||||||||
| 17382 | 5164 0081EXF | 17382 | Muskogee | S.H. 165 FRTG RD. | WEB CREEK | 5164 0081EXF | 2-10ft.X 10ft.X 61ft. R.C. | 1969 | 35.74226389 | -95.30834722 | 22.966 | 0 | — | 2 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17865 BRKEY
17382 NBI No.
17382 On Under
1 Structure No.
5164 0081EXF Control No.
064 Lane Ind.
E Milepoint
00810 Facility Carried
S.H. 165 FRTG RD. Feature Intersected
WEB CREEK Division
01 County
101 Location
2 MI S JCT US 62 Sufficiency
81.4 Kind Hwy
2 Level Service
8 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1969 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
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
113.8 HS Inv. Rating Method
1 HS Inv. Method
68.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
1.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17382 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 61ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5164 0081EXF H Index
67 Latitude
35:44:32.15 Longitude
-95:18:30.05 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
17382 Vault Link
http://plansrv1/bridgemaintvault/b17382 GIS FO/SD
Meets Standards H Inv. Method
37.9 Latitude DD
35.74226389 Longitude DD
-95.30834722 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17865 x
-10609676.6808789 y
4265214.98824723 |
|||||||||||||||||||||||||||||||||||||
| 17381 | 5164 0081 X | 17381 | Muskogee | S.H. 165 | WEB CREEK | 5164 0081 X | 2-10ft.X 10ft.X 396ft. R.C | 1969 | 35.74222222 | -95.30908889 | 22.966 | 0 | — | 2 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | 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 | 18600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17864 BRKEY
17381 NBI No.
17381 On Under
1 Structure No.
5164 0081 X Control No.
064 Lane Ind.
Milepoint
00810 Facility Carried
S.H. 165 Feature Intersected
WEB CREEK Division
01 County
101 Location
2 MI S JCT US 62 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1969 ADT Total
18600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
25 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
999 HS Inv. Rating Method
1 HS Inv. Method
998 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29760 Future ADT Year
2042 Bypass Detour
18.199999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17381 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 396ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0081 X H Index
67 Latitude
35:44:32 Longitude
-95:18:32.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17381 Vault Link
http://plansrv1/bridgemaintvault/b17381 GIS FO/SD
Meets Standards H Inv. Method
996 Latitude DD
35.74222222 Longitude DD
-95.30908889 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17864 x
-10609759.2432056 y
4265209.27314143 |
|||||||||||||||||||||||||||||||||||||
| 17290 | 1222 0313NX | 17290 | Choctaw | U.S. 70 WB | U.S. 271 UNDER | 1222 0313NX | (2) 81ft. CONTINUOUS PLATE GIRDER SK 7° | 1968 | 33.99509167 | -95.52398056 | 165 | 44.8 | — | 2 | 8 | 3 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17861 BRKEY
17290 NBI No.
17290 On Under
1 Structure No.
1222 0313NX Control No.
022 Lane Ind.
N Milepoint
03130 Facility Carried
U.S. 70 WB Feature Intersected
U.S. 271 UNDER Division
02 County
023 Location
JCT US-70 & US-271 BR Sufficiency
84.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1968 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
2 Road Width
42.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
165 Deck Width
44.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 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
5280 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
1707 Min Measured Clearance
1606 NBI Rating
17290 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.899 Rt. Curb SW
0.899 Description
(2) 81ft. CONTINUOUS PLATE GIRDER SK 7° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1222 0313NX H Index
79.9275 Latitude
33:59:42.33 Longitude
-95:31:26.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 70 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
17290 Vault Link
http://plansrv1/bridgemaintvault/b17290 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
33.99509167 Longitude DD
-95.52398056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17861 x
-10633680.8744858 y
4028142.97637653 |
|||||||||||||||||||||||||||||||||||||
| 17289 | 1222 0313SX | 17289 | Choctaw | U.S. 70 EB | U.S. 271 UNDER | 1222 0313SX | (2) 81.5ft. CONTINUOUS PLATE GIRDER SK 7° | 1968 | 33.995003 | -95.523989 | 165 | 39.8 | — | 2 | 8 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17860 BRKEY
17289 NBI No.
17289 On Under
1 Structure No.
1222 0313SX Control No.
022 Lane Ind.
S Milepoint
03130 Facility Carried
U.S. 70 EB Feature Intersected
U.S. 271 UNDER Division
02 County
023 Location
JCT US-70 & US-271 BR Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1968 ADT Total
3350 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
165 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 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
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5360 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
1803 Min Measured Clearance
1610 NBI Rating
17289 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.899 Rt. Curb SW
0.899 Description
(2) 81.5ft. CONTINUOUS PLATE GIRDER SK 7° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1222 0313SX H Index
80.2181 Latitude
33:59:42.01 Longitude
-95:31:26.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 70 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
052 NBI Text
17289 Vault Link
http://plansrv1/bridgemaintvault/b17289 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
33.995003 Longitude DD
-95.523989 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17860 x
-10633681.8140223 y
4028131.07085604 |
|||||||||||||||||||||||||||||||||||||
| 17288 | 7329T0700 X | 17288 | Wagoner | 7332C N4130 | MUSKOGEE TP UNDER | 7329T0700 X | 2-80ft. PC BEAM SPANS | 1968 | 36.00661667 | -95.654625 | 164.042 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.4 | 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) | P | 110 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17859 BRKEY
17288 NBI No.
17288 On Under
1 Structure No.
7329T0700 X Control No.
Lane Ind.
Milepoint
Facility Carried
7332C N4130 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
7.19 MI'S SE JCT SH 51 Sufficiency
77.4 Kind Hwy
4 Level Service
1 Route No.
N4130 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P 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
110 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 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
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
86.7 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
176 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
17288 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0700 X H Index
91.9976 Latitude
36:00:23.82 Longitude
-95:39:16.65 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
7332C N4130 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.19 NBI Text
17288 Vault Link
http://plansrv1/bridgemaintvault/b17288 GIS FO/SD
FO H Inv. Method
25.5 Latitude DD
36.00661667 Longitude DD
-95.654625 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17859 x
-10648224.1470215 y
4301531.85383099 |
|||||||||||||||||||||||||||||||||||||
| 17287 | 6203 0224 X | 17287 | Pontotoc | FAU 4121 (OAK ST) | S.H. 1 UNDER | 6203 0224 X | 78ft.-86ft. CONT PLATE G | 1968 | 34.78946389 | -96.68736389 | 168.963 | 37.73 | — | 2 | 8 | 2 | 27.887 | 4 - Steel Continuous | Girder and Floorbeam System (03) | 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 | 16 - Minor Arterial (Urban) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17858 BRKEY
17287 NBI No.
17287 On Under
1 Structure No.
6203 0224 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 4121 (OAK ST) Feature Intersected
S.H. 1 UNDER Division
03 County
123 Location
IN ADA Sufficiency
95.7 Kind Hwy
5 Level Service
1 Route No.
04121 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 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
1968 ADT Total
500 ADT Year
2022 Design Load
H 20 Skew
8 No. Main Spans
2 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
19.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.887 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
168.963 Deck Width
37.73 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.982 HS Inv. Rating Method
1 HS Inv. Method
34.833 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17287 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
3.937 Rt. Curb SW
3.937 Description
78ft.-86ft. CONT PLATE G Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6203 0224 X H Index
98.0496 Latitude
34:47:22.07 Longitude
-96:41:14.51 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
FAU 4121 (OAK ST) Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17287 Vault Link
http://plansrv1/bridgemaintvault/b17287 GIS FO/SD
Meets Standards H Inv. Method
19.29 Latitude DD
34.78946389 Longitude DD
-96.68736389 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17858 x
-10763188.1143787 y
4135306.80779473 |
|||||||||||||||||||||||||||||||||||||
| 17286 | 7329T1790 X | 17286 | Wagoner | CO. RD. N4200 | MUSKOGEE TP UNDER | 7329T1790 X | 2-80ft. PC BEAM SPANS, SK60LF | 1968 | 35.90291389 | -95.52686944 | 164.042 | 28.999 | — | 2 | 30 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17857 BRKEY
17286 NBI No.
17286 On Under
1 Structure No.
7329T1790 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4200 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
17.85 MI'S SE JCT SH51 Sufficiency
73 Kind Hwy
4 Level Service
1 Route No.
N4200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P 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
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
29.905 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
28.999 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
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
95.35 HS Inv. Rating Method
1 HS Inv. Method
54.675 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1706 Min Measured Clearance
1605 NBI Rating
17286 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PC BEAM SPANS, SK60LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1790 X H Index
91.1907 Latitude
35:54:10.49 Longitude
-95:31:36.73 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4200 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.85 NBI Text
17286 Vault Link
http://plansrv1/bridgemaintvault/b17286 GIS FO/SD
FO H Inv. Method
47.289 Latitude DD
35.90291389 Longitude DD
-95.52686944 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17857 x
-10634002.4631363 y
4287270.68301626 |
|||||||||||||||||||||||||||||||||||||
| 17285 | 7280 0160EX | 17285 | Tulsa | U.S. 64 WB | 15 ST. UNDER | 7280 0160EX | 38ft.,2-41ft.,44ft.IBM SPA | 1968 | 36.14076389 | -95.95410278 | 167.23 | 53 | — | 4 | 20 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17856 BRKEY
17285 NBI No.
17285 On Under
1 Structure No.
7280 0160EX Control No.
080 Lane Ind.
E Milepoint
01600 Facility Carried
U.S. 64 WB Feature Intersected
15 ST. UNDER Division
08 County
143 Location
1.2 MI E PEORIA AVE Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
42850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
167.23 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.4 HS Inv. Rating Method
3 HS Inv. Method
48.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
68560 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
1408 Max Measured Clearance
1506 Min Measured Clearance
1500 NBI Rating
17285 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
38ft.,2-41ft.,44ft.IBM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0160EX H Index
66.5405 Latitude
36:08:26.75 Longitude
-95:57:14.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 / S.H. 51 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
17285 Vault Link
http://plansrv1/bridgemaintvault/b17285 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
36.14076389 Longitude DD
-95.95410278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17856 x
-10681561.860995 y
4320007.5927518 |
|||||||||||||||||||||||||||||||||||||
| 17568 | 2546 1635EX | 17568 | Garvin | I-35 | RUSH CREEK | 2546 1635EX | 3-100ft. CONT. PLATE G | 1969 | 34.73223611 | -97.25746111 | 301 | 40 | — | 3 | 20 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | 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 | 17250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17855 BRKEY
17568 NBI No.
17568 On Under
1 Structure No.
2546 1635EX Control No.
046 Lane Ind.
E Milepoint
16350 Facility Carried
I-35 Feature Intersected
RUSH CREEK Division
03 County
049 Location
0.6 MI S SH-19 Sufficiency
95.6 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
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
17250 ADT Year
2022 Design Load
HS 20 Skew
20 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
4 - Steel Continuous Design
02 Length
301 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
6 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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17568 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. CONT. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1635EX H Index
72.8439 Latitude
34:43:56.05 Longitude
-97:15:26.86 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
NBI Text
17568 Vault Link
http://plansrv1/bridgemaintvault/b17568 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.73223611 Longitude DD
-97.25746111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17855 x
-10826651.0466118 y
4127552.37620561 |
|||||||||||||||||||||||||||||||||||||
| 17566 | 5032 0575 XF | 17566 | Murray | I-35 FRONTAGE RD. | I-35 UNDER | 5032 0575 XF | 35ft. - (80ft. - 61ft. - 80ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS | 1969 | 34.454867 | -97.139681 | 292.979 | 28.799 | — | 3 | 0 | 2 | 27.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17853 BRKEY
17566 NBI No.
17566 On Under
1 Structure No.
5032 0575 XF Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 FRONTAGE RD. Feature Intersected
I-35 UNDER Division
07 County
099 Location
5.7 MI N CARTER C/L Sufficiency
70.1 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1969 ADT Total
500 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
35 Underclearance Left
17.402 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
292.979 Deck Width
28.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 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
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
17566 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - (80ft. - 61ft. - 80ft. CONTINUOUS) - 35ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0575 XF H Index
88.6834 Latitude
34:27:17.52 Longitude
-97:08:22.85 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 FRONTAGE RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
109 NBI Text
17566 Vault Link
http://plansrv1/bridgemaintvault/b17566 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.454867 Longitude DD
-97.139681 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17853 x
-10813539.824741 y
4090044.31411804 |
|||||||||||||||||||||||||||||||||||||
| 17565 | 5115T1010 X | 17565 | Muskogee | MUSKOGEE TP | I-40 UNDER | 5115T1010 X | 50ft., 2-100ft., 44ft. PC BEAM SPANS | 1969 | 35.486272 | -95.167842 | 292.979 | 73.999 | — | 4 | 40 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17852 BRKEY
17565 NBI No.
17565 On Under
1 Structure No.
5115T1010 X Control No.
Lane Ind.
Milepoint
Facility Carried
MUSKOGEE TP Feature Intersected
I-40 UNDER Division
01 County
101 Location
10.1 MI E MCINTOSH CO Sufficiency
71.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.999 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
1969 ADT Total
6700 ADT Year
2022 Design Load
H 20 Skew
40 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
292.979 Deck Width
73.999 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
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
10720 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
17565 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft., 2-100ft., 44ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115T1010 X H Index
96.6041 Latitude
35:29:10.58 Longitude
-95:10:04.23 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56.35 NBI Text
17565 Vault Link
http://plansrv1/bridgemaintvault/b17565 GIS FO/SD
Meets Standards H Inv. Method
28.4 Latitude DD
35.486272 Longitude DD
-95.167842 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17852 x
-10594035.7113347 y
4230161.50098825 |
|||||||||||||||||||||||||||||||||||||
| 17564 | 0501 1864 X | 17564 | Beckham | NS-185 CO. RD. | I-40 UNDER | 0501 1864 X | (80ft.-75ft.-80ft. CONT.)33ft. PLATE GIRDER SPANS | 1969 | 35.26170833 | -99.68218056 | 270.997 | 28.999 | — | 4 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17851 BRKEY
17564 NBI No.
17564 On Under
1 Structure No.
0501 1864 X Control No.
Lane Ind.
Milepoint
Facility Carried
NS-185 CO. RD. Feature Intersected
I-40 UNDER Division
05 County
009 Location
11.2 MI E S.H. 30 Sufficiency
82.7 Kind Hwy
4 Level Service
1 Route No.
N1850 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1969 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
12.598 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
270.997 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1603 NBI Rating
17564 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(80ft.-75ft.-80ft. CONT.)33ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1864 X H Index
94.8484 Latitude
35:15:42.15 Longitude
-99:40:55.85 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
NS185 CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17564 Vault Link
http://plansrv1/bridgemaintvault/b17564 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.26170833 Longitude DD
-99.68218056 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17851 x
-11096569.5811023 y
4199503.38075155 |
|||||||||||||||||||||||||||||||||||||
| 17474 | 5164 0071EX | 17474 | Muskogee | S.H. 165 NB | CHANDLER ST. UNDER | 5164 0071EX | 2-64ft. CONT. I-BM. SP | 1969 | 35.7404 | -95.30958333 | 129.501 | 40.171 | — | 2 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | 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) | B | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17849 BRKEY
17474 NBI No.
17474 On Under
1 Structure No.
5164 0071EX Control No.
064 Lane Ind.
E Milepoint
00710 Facility Carried
S.H. 165 NB Feature Intersected
CHANDLER ST. UNDER Division
01 County
101 Location
2.1 MI S JCT US 62 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1969 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
129.501 Deck Width
40.171 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
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
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.1 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
1605 Min Measured Clearance
1602 NBI Rating
17474 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-64ft. CONT. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0071EX H Index
85.0286 Latitude
35:44:25.44 Longitude
-95:18:34.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 165 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
17474 Vault Link
http://plansrv1/bridgemaintvault/b17474 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.7404 Longitude DD
-95.30958333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17849 x
-10609814.2840147 y
4264959.35573851 |
|||||||||||||||||||||||||||||||||||||
| 17473 | 5032 0941WX | 17473 | Murray | I-35 SB | RED BRANCH CREEK | 5032 0941WX | (3) 40ft. CONTINUOUS I-BEAM SPANS | 1969 | 34.500575 | -97.17063333 | 122.047 | 39.8 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | 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 | 14750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17848 BRKEY
17473 NBI No.
17473 On Under
1 Structure No.
5032 0941WX Control No.
032 Lane Ind.
W Milepoint
09410 Facility Carried
I-35 SB Feature Intersected
RED BRANCH CREEK Division
07 County
099 Location
9.4 MI N CARTER C/L 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
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
1969 ADT Total
14750 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
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
122.047 Deck Width
39.8 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
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
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23600 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
17473 ODOT County
50 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. CONTINUOUS I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0941WX H Index
98.0078 Latitude
34:30:02.07 Longitude
-97:10:14.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
117 NBI Text
17473 Vault Link
http://plansrv1/bridgemaintvault/b17473 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.500575 Longitude DD
-97.17063333 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17848 x
-10816985.4223555 y
4096216.70929072 |
|||||||||||||||||||||||||||||||||||||
| 17472 | 5032 0941EX | 17472 | Murray | I-35 NB | RED BRANCH CREEK | 5032 0941EX | (3) 40ft. CONTINUOUS I-BEAM SPANS | 1969 | 34.50079722 | -97.17013611 | 122.047 | 39.8 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | 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 | 01 - Principal Arterial Interstate (Rural) | A | 15150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17847 BRKEY
17472 NBI No.
17472 On Under
1 Structure No.
5032 0941EX Control No.
032 Lane Ind.
E Milepoint
09410 Facility Carried
I-35 NB Feature Intersected
RED BRANCH CREEK Division
07 County
099 Location
9.4 MI N CARTER C/L 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
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
1969 ADT Total
15150 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
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
122.047 Deck Width
39.8 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24240 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
17472 ODOT County
50 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. CONTINUOUS I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5032 0941EX H Index
97.2142 Latitude
34:30:02.87 Longitude
-97:10:12.49 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116 NBI Text
17472 Vault Link
http://plansrv1/bridgemaintvault/b17472 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.50079722 Longitude DD
-97.17013611 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17847 x
-10816930.0720783 y
4096246.72607841 |
|||||||||||||||||||||||||||||||||||||
| 17471 | 3602 0841NX | 17471 | Kay | U.S. 60 | U.S. 77 UNDER | 3602 0841NX | 35ft.-51ft.-35ft. CONT. CO | 1969 | 36.69527778 | -97.31 | 123.031 | 39.8 | — | 3 | 0 | 2 | 36.663 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17846 BRKEY
17471 NBI No.
17471 On Under
1 Structure No.
3602 0841NX Control No.
002 Lane Ind.
N Milepoint
08410 Facility Carried
U.S. 60 Feature Intersected
U.S. 77 UNDER Division
04 County
071 Location
2 MI E JCT I 35 Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.663 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
1969 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.663 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
123.031 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
6 Sub Rating
5 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
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1506 Min Measured Clearance
1505 NBI Rating
17471 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-51ft.-35ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0841NX H Index
72.3372 Latitude
36:41:43 Longitude
-97:18:36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 60 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17471 Vault Link
http://plansrv1/bridgemaintvault/b17471 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.69527778 Longitude DD
-97.31 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17846 x
-10832499.6490934 y
4396717.12591855 |
|||||||||||||||||||||||||||||||||||||
| 17470 | 3602 0841SX | 17470 | Kay | U.S. 60 | U.S. 77 UNDER | 3602 0841SX | 35ft.-51ft.-35ft. CONT. CO | 1969 | 36.695 | -97.31 | 123.031 | 39.8 | — | 3 | 0 | 2 | 36.663 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17845 BRKEY
17470 NBI No.
17470 On Under
1 Structure No.
3602 0841SX Control No.
002 Lane Ind.
S Milepoint
08410 Facility Carried
U.S. 60 Feature Intersected
U.S. 77 UNDER Division
04 County
071 Location
2 MI E JCT I 35 Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.663 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
1969 ADT Total
2250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.663 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
123.031 Deck Width
39.8 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
7 Sub Rating
5 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
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1602 Min Measured Clearance
1511 NBI Rating
17470 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-51ft.-35ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0841SX H Index
79.0316 Latitude
36:41:42 Longitude
-97:18:36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 60 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17470 Vault Link
http://plansrv1/bridgemaintvault/b17470 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.695 Longitude DD
-97.31 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17845 x
-10832499.6490934 y
4396678.56104932 |
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| 17469 | 5163T0116 X | 17469 | Muskogee | MUSKOGEE TP | U.S. 64 UNDER | 5163T0100 X | 38ft.-50ft.-38ft. PC BEAM SPANS | 1969 | 35.49729444 | -95.17306667 | 125 | 82.999 | — | 3 | 24 | 4 | 77.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17844 BRKEY
17469 NBI No.
17469 On Under
1 Structure No.
5163T0116 X Control No.
063 Lane Ind.
Milepoint
01160 Facility Carried
MUSKOGEE TP Feature Intersected
U.S. 64 UNDER Division
01 County
101 Location
7.7 MI E US266 Sufficiency
71 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 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
1969 ADT Total
6700 ADT Year
2022 Design Load
H 20 Skew
24 No. Main Spans
3 Road Width
77.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125 Deck Width
82.999 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
38.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1506 Min Measured Clearance
1506 NBI Rating
17469 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.-50ft.-38ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0100 X H Index
96.9666 Latitude
35:29:50.26 Longitude
-95:10:23.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55.56 NBI Text
17469 Vault Link
http://plansrv1/bridgemaintvault/b17469 GIS FO/SD
Meets Standards H Inv. Method
31.8 Latitude DD
35.49729444 Longitude DD
-95.17306667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17844 x
-10594617.3189387 y
4231668.51921184 |
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| 17284 | 7280 0140SX | 17284 | Tulsa | U.S. 64 EB | LEWIS AVE UNDER | 7280 0140SX | 33ft.,50ft.,49ft.,33ft.IBM S | 1968 | 36.142622 | -95.958494 | 167.38 | 53 | — | 4 | 9 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17837 BRKEY
17284 NBI No.
17284 On Under
1 Structure No.
7280 0140SX Control No.
080 Lane Ind.
S Milepoint
01400 Facility Carried
U.S. 64 EB Feature Intersected
LEWIS AVE UNDER Division
08 County
143 Location
1.0 MI E PEORIA AVE Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
42850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
9 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
167.38 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.4 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
68560 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
1410 Max Measured Clearance
1507 Min Measured Clearance
1502 NBI Rating
17284 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.,50ft.,49ft.,33ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0140SX H Index
69.2445 Latitude
36:08:33.44 Longitude
-95:57:30.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 64 / S.H. 51 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
17284 Vault Link
http://plansrv1/bridgemaintvault/b17284 GIS FO/SD
Meets Standards H Inv. Method
36.4 Latitude DD
36.142622 Longitude DD
-95.958494 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17837 x
-10682050.6893694 y
4320263.72681288 |