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 | |||||||||||||||||||||||||||||||||||||
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| 23635 | 5515 0506 X | 23635 | Oklahoma | FAU 9440 (SE 15) | I-35 UNDER | 5515 0506 X | 2-86ft. CONT PLATE GIRDER SPANS SK. 69 DEG. 69 00ft.59ft. | 1994 | 35.449972 | -97.487756 | 172.001 | 96.001 | — | 2 | 21 | 6 | 73.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23549 BRKEY
23635 NBI No.
23635 On Under
1 Structure No.
5515 0506 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9440 (SE 15) Feature Intersected
I-35 UNDER Division
04 County
109 Location
5.1 MI N CLEVELAND CO Sufficiency
93 Kind Hwy
5 Level Service
1 Route No.
09440 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
2 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
11.998 Underclearance Left
8.98 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
73.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
172.001 Deck Width
96.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
2011 Min Measured Clearance
1607 NBI Rating
23635 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
2-86ft. CONT PLATE GIRDER SPANS SK. 69 DEG. 69 00ft.59ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0506 X H Index
91.3236 Latitude
35:26:59.9 Longitude
-97:29:15.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.E 15TH ST 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
23635 Vault Link
http://plansrv1/bridgemaintvault/b23635 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.449972 Longitude DD
-97.487756 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
23549 x
-10852287.3564989 y
4225199.92593562 |
|||||||||||||||||||||||||||||||||||||
| 23634 | 5515 0471 X | 23634 | Oklahoma | SE 20TH ST. | I-35 UNDER | 5515 0471 X | 2-80ft. CONT. PLATE GIRDER SPANS SK. 83 DEG. 59ft.54ft. | 1994 | 35.44483611 | -97.48592778 | 161.001 | 72.001 | — | 2 | 7 | 4 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23548 BRKEY
23634 NBI No.
23634 On Under
1 Structure No.
5515 0471 X Control No.
Lane Ind.
Milepoint
Facility Carried
SE 20TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
4.7 MI N CLEVELAND CO Sufficiency
88.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
161.001 Deck Width
72.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.516 HS Inv. Rating Method
1 HS Inv. Method
53.131 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1804 Min Measured Clearance
1608 NBI Rating
23634 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
2-80ft. CONT. PLATE GIRDER SPANS SK. 83 DEG. 59ft.54ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0471 X H Index
95.011 Latitude
35:26:41.41 Longitude
-97:29:09.34 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
S.E. 20TH ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23634 Vault Link
http://plansrv1/bridgemaintvault/b23634 GIS FO/SD
FO H Inv. Method
29.542 Latitude DD
35.44483611 Longitude DD
-97.48592778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
23548 x
-10852083.8399794 y
4224498.12038484 |
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| 23915 | 1708 1341 X | 23915 | Cotton | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708 1341 X | 3-100ft. PCB SPANS | 1994 | 34.3625 | -98.44277778 | 301.837 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23542 BRKEY
23915 NBI No.
23915 On Under
1 Structure No.
1708 1341 X Control No.
008 Lane Ind.
Milepoint
13410 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.5 MI E JCT SH 5 & US 277 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23915 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1708 1341 X H Index
99.978 Latitude
34:21:45 Longitude
-98:26:34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27 NBI Text
23915 Vault Link
http://plansrv1/bridgemaintvault/b23915 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.3625 Longitude DD
-98.44277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23542 x
-10958599.894745 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 23914 | 1708 1324 X | 23914 | Cotton | U.S. 277 | WEST CACHE CREEK | 1708 1324 X | 5-80ft. PCB SPANS | 1994 | 34.3625 | -98.44611111 | 403.871 | 42.001 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23541 BRKEY
23914 NBI No.
23914 On Under
1 Structure No.
1708 1324 X Control No.
008 Lane Ind.
Milepoint
13240 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
.3 MI E JCT SH 5 & US 277 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
403.871 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23914 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-80ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1708 1324 X H Index
99.6302 Latitude
34:21:45 Longitude
-98:26:46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26 NBI Text
23914 Vault Link
http://plansrv1/bridgemaintvault/b23914 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.3625 Longitude DD
-98.44611111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23541 x
-10958970.9593432 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 23913 | 1708 1309 X | 23913 | Cotton | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708 1309 X | 4-90ft. PCB SPANS | 1994 | 34.3625 | -98.44833333 | 359.908 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23540 BRKEY
23913 NBI No.
23913 On Under
1 Structure No.
1708 1309 X Control No.
008 Lane Ind.
Milepoint
13090 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.2 MI E JCT SH 5 & US 277 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359.908 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 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
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
24.854848 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
23913 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-90ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1708 1309 X H Index
99.991 Latitude
34:21:45 Longitude
-98:26:54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25 NBI Text
23913 Vault Link
http://plansrv1/bridgemaintvault/b23913 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.3625 Longitude DD
-98.44833333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23540 x
-10959218.3357421 y
4077581.40225495 |
|||||||||||||||||||||||||||||||||||||
| 23722 | 0922 0651NX | 23722 | Canadian | S.H. 3 WB | UNCLE JOHN'S CREEK | 0922 0651NX | 70ft.-75ft.-70ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS | 1993 | 35.66748056 | -97.89558333 | 217.5 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23529 BRKEY
23722 NBI No.
23722 On Under
1 Structure No.
0922 0651NX Control No.
022 Lane Ind.
N Milepoint
06510 Facility Carried
S.H. 3 WB Feature Intersected
UNCLE JOHN'S CREEK Division
04 County
017 Location
4.2 MI.S.E. JCT.US81 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2450 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
5 - Prestressed Concrete Design
02 Length
217.5 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23722 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-75ft.-70ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 0651NX H Index
98.6253 Latitude
35:40:02.93 Longitude
-97:53:44.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23722 Vault Link
http://plansrv1/bridgemaintvault/b23722 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.66748056 Longitude DD
-97.89558333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23529 x
-10897686.4872061 y
4254963.14605312 |
|||||||||||||||||||||||||||||||||||||
| 23721 | 0922 0480NX | 23721 | Canadian | S.H. 3 WB | UNCLE JOHN TRIB. | 0922 0480NX | 45ft.-50ft.-45ft. P.C. BEAM SPANS W/ SLOPED FACE PAPAPETS | 1993 | 35.6789 | -97.92265556 | 142.5 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23528 BRKEY
23721 NBI No.
23721 On Under
1 Structure No.
0922 0480NX Control No.
022 Lane Ind.
N Milepoint
04800 Facility Carried
S.H. 3 WB Feature Intersected
UNCLE JOHN TRIB. Division
04 County
017 Location
2.4 MI.S.E. JCT. US81 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2450 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
5 - Prestressed Concrete Design
02 Length
142.5 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23721 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-50ft.-45ft. P.C. BEAM SPANS W/ SLOPED FACE PAPAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 0480NX H Index
99.4355 Latitude
35:40:44.04 Longitude
-97:55:21.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23721 Vault Link
http://plansrv1/bridgemaintvault/b23721 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.6789 Longitude DD
-97.92265556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23528 x
-10900700.1540643 y
4256527.98399067 |
|||||||||||||||||||||||||||||||||||||
| 23720 | 0922 0369NX | 23720 | Canadian | S.H. 3 WB | CREEK | 0922 0369NX | 60ft.-75ft.-60ft. P.C. BEAM SPANS SK.73 DEG. W/ SLOPED FACE PARAPETS | 1993 | 35.6866 | -97.94038056 | 197.612 | 41.001 | — | 3 | 17 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23527 BRKEY
23720 NBI No.
23720 On Under
1 Structure No.
0922 0369NX Control No.
022 Lane Ind.
N Milepoint
03690 Facility Carried
S.H. 3 WB Feature Intersected
CREEK Division
04 County
017 Location
1.3 MI.S.E. JCT.US81 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2450 ADT Year
2022 Design Load
HS 20 Skew
17 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
5 - Prestressed Concrete Design
02 Length
197.612 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23720 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-75ft.-60ft. P.C. BEAM SPANS SK.73 DEG. W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 0369NX H Index
98.813 Latitude
35:41:11.76 Longitude
-97:56:25.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23720 Vault Link
http://plansrv1/bridgemaintvault/b23720 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.6866 Longitude DD
-97.94038056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23527 x
-10902673.2920386 y
4257583.26302634 |
|||||||||||||||||||||||||||||||||||||
| 23809 | 1650T0003 X | 23809 | Comanche | BAILEY B TP (I-44) | S.H. 36 UNDER | 1650T0003 X | 33ft.,2-43ft.,34ft. I-BM S | 1964 | 34.46333333 | -98.41 | 155.84 | 97.001 | — | 4 | 0 | 6 | 92.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting recommended (B) | 95.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5230 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
23508 BRKEY
23809 NBI No.
23809 On Under
1 Structure No.
1650T0003 X Control No.
050 Lane Ind.
Milepoint
00030 Facility Carried
BAILEY B TP (I-44) Feature Intersected
S.H. 36 UNDER Division
07 County
031 Location
89.7 MI'S S. JCT I-40 Sufficiency
95.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
93.999 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5230 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
92.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
6 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
155.84 Deck Width
97.001 Bridge Open Closed
B TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
6 Sub Rating
6 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
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3940 Future ADT Year
2017 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1604 Min Measured Clearance
-1 NBI Rating
23809 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,2-43ft.,34ft. I-BM S Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
1650T0003 X H Index
69.6971 Latitude
34:27:48 Longitude
-98:24:36 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
BAILEY B TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0.03 NBI Text
23809 Vault Link
http://plansrv1/bridgemaintvault/b23809 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.46333333 Longitude DD
-98.41 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23508 x
-10954951.088966 y
4091187.34979047 |
|||||||||||||||||||||||||||||||||||||
| 23713 | 3016 0883 X | 23713 | Harper | U.S. 283 | BEAVER RIVER | 3016 0883 X | 23ft.-60ft. PRESTRESSED | 1994 | 36.749619 | -99.891158 | 1381 | 42 | — | 23 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.1 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23502 BRKEY
23713 NBI No.
23713 On Under
1 Structure No.
3016 0883 X Control No.
016 Lane Ind.
Milepoint
08830 Facility Carried
U.S. 283 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
9 MI N JCT US 270 Sufficiency
81.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
23 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1381 Deck Width
42 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
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
23713 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
23ft.-60ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3016 0883 X H Index
98.7891 Latitude
36:44:58.63 Longitude
-99:53:28.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23713 Vault Link
http://plansrv1/bridgemaintvault/b23713 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.749619 Longitude DD
-99.891158 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23502 x
-11119832.8433104 y
4404264.13117688 |
|||||||||||||||||||||||||||||||||||||
| 23901 | 6823 1816 X | 23901 | Sequoyah | S ROLANDRD WALKWAY | I-40 UNDER | 6823 1816 X | PEDESTRIAN (2) 140ft. CONTINUOUS PLATE GIRDER SK 37° | 1994 | 35.412281 | -94.513528 | 282.999 | 12.001 | — | 2 | 37 | 4 | 37.999 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | K | 16601 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23492 BRKEY
23901 NBI No.
23901 On Under
2 Structure No.
6823 1816 X Control No.
023 Lane Ind.
Milepoint
18160 Facility Carried
S ROLANDRD WALKWAY Feature Intersected
I-40 UNDER Division
01 County
135 Location
0.7 E JCT US-64 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.001 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1994 ADT Total
16601 ADT Year
2022 Design Load
Pedestrian Skew
37 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
282.999 Deck Width
12.001 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
26560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1809 Min Measured Clearance
1805 NBI Rating
23901 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
2.001 Rt. Curb SW
2.001 Description
PEDESTRIAN (2) 140ft. CONTINUOUS PLATE GIRDER SK 37° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1816 X H Index
100 Latitude
35:24:44.21 Longitude
-94:30:48.7 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-40 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1816 NBI Text
23901 Vault Link
http://plansrv1/bridgemaintvault/b23901 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.412281 Longitude DD
-94.513528 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23492 x
-10521197.8100358 y
4220050.59325766 |
|||||||||||||||||||||||||||||||||||||
| 23899 | 7704 0629 X | 23899 | Woodward | BNSF R.R. | U.S. 183 UNDER | 7704 0629 X | PC BOX BEAM | 1994 | 36.44138889 | -99.4325 | 118.11 | 8.858 | — | 2 | 0 | 4 | 8.999 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | H | 6200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23490 BRKEY
23899 NBI No.
23899 On Under
2 Structure No.
7704 0629 X Control No.
004 Lane Ind.
Milepoint
06290 Facility Carried
BNSF R.R. Feature Intersected
U.S. 183 UNDER Division
06 County
153 Location
2.8 MI W JCT SH 34 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1994 ADT Total
6200 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
2 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
10.899 Underclearance Left
4.8 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
80.02 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
118.11 Deck Width
8.858 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
9920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1792 Max Measured Clearance
1808 Min Measured Clearance
1807 NBI Rating
23899 ODOT County
77 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
PC BOX BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0629 X H Index
-1 Latitude
36:26:29 Longitude
-99:25:57 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 183 UNDER Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
23899 Vault Link
http://plansrv1/bridgemaintvault/b23899 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.44138889 Longitude DD
-99.4325 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23490 x
-11068775.2683022 y
4361527.01153686 |
|||||||||||||||||||||||||||||||||||||
| 23808 | 6135T0080 X | 23808 | Pittsburg | IND. NATION TP | BEAVER CREEK | 0323T0790 X | 2-10ft. X 4ft. X 105ft. RCB | 1968 | 34.60461389 | -95.74755278 | 20.997 | 107.001 | — | 2 | 0 | 4 | 105 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23489 BRKEY
23808 NBI No.
23808 On Under
1 Structure No.
6135T0080 X Control No.
035 Lane Ind.
Milepoint
00800 Facility Carried
IND. NATION TP Feature Intersected
BEAVER CREEK Division
02 County
121 Location
89.7 MI'S S. JCT I-40 Sufficiency
96.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
105 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
107.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
129.3 HS Inv. Rating Method
0 HS Inv. Method
77.4 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23808 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 105ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0790 X H Index
100 Latitude
34:36:16.61 Longitude
-95:44:51.19 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
60.15 NBI Text
23808 Vault Link
http://plansrv1/bridgemaintvault/b23808 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
34.60461389 Longitude DD
-95.74755278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23489 x
-10658568.8201717 y
4110278.72511999 |
|||||||||||||||||||||||||||||||||||||
| 23712 | 1306 0986 X | 23712 | Cimarron | U.S. 287 | BEAVER RIVER | 1306 0986 X | 8-100ft. PRESTRESSED C | 1992 | 36.60705833 | -102.35958056 | 800 | 46 | — | 8 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Satisfactory (6) | Satisfactory (6) | 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
23483 BRKEY
23712 NBI No.
23712 On Under
1 Structure No.
1306 0986 X Control No.
006 Lane Ind.
Milepoint
09860 Facility Carried
U.S. 287 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
10.0 MI. N. TEXAS SL Sufficiency
96.3 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 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
1992 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
800 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23712 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1306 0986 X H Index
94.5299 Latitude
36:36:25.41 Longitude
-102:21:34.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15 NBI Text
23712 Vault Link
http://plansrv1/bridgemaintvault/b23712 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.60705833 Longitude DD
-102.35958056 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23483 x
-11394616.3857523 y
4384476.40096562 |
|||||||||||||||||||||||||||||||||||||
| 23711 | 4006 0932WX | 23711 | Le Flore | U.S. 59 | BRAZIL CREEK | 4006 0932WX | (3) 100ft. - 80ft. PC BEAM | 1991 | 35.14864167 | -94.67285278 | 382.001 | 40 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23482 BRKEY
23711 NBI No.
23711 On Under
1 Structure No.
4006 0932WX Control No.
006 Lane Ind.
W Milepoint
09320 Facility Carried
U.S. 59 Feature Intersected
BRAZIL CREEK Division
02 County
079 Location
9.32 N JCT US-271 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 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
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
382.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23711 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 100ft. - 80ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0932WX H Index
99.1101 Latitude
35:08:55.11 Longitude
-94:40:22.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
049 NBI Text
23711 Vault Link
http://plansrv1/bridgemaintvault/b23711 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.14864167 Longitude DD
-94.67285278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23482 x
-10538933.7634162 y
4184099.34511174 |
|||||||||||||||||||||||||||||||||||||
| 23710 | 4006R0932 X | 23710 | Le Flore | U.S. 59 | BRAZIL CREEK | 4006R0932 X | 80ft.,3-100ft. PRESTRESSED CONC. SPANS | 1991 | 35.06 | -94.61666667 | 381.89 | 40 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Very good (8) | 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) | C | 3250 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
23481 BRKEY
23710 NBI No.
23710 On Under
1 Structure No.
4006R0932 X Control No.
006 Lane Ind.
Milepoint
09320 Facility Carried
U.S. 59 Feature Intersected
BRAZIL CREEK Division
02 County
079 Location
9.4 MI N OF JCT US271 Sufficiency
91.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1991 ADT Total
3250 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
381.89 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.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.358 HS Inv. Rating Method
1 HS Inv. Method
80.358 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2017 Bypass Detour
31.068559 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
23710 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.,3-100ft. PRESTRESSED CONC. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4006R0932 X H Index
100 Latitude
35:03:36 Longitude
-94:37:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23710 Vault Link
http://plansrv1/bridgemaintvault/b23710 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.06 Longitude DD
-94.61666667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23481 x
-10532679.1542613 y
4172037.89674902 |
|||||||||||||||||||||||||||||||||||||
| 23895 | 1708R1341 X | 23895 | Cotton | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708R1341 X | 3 SPAN PC BEAM | 1994 | 34.36166667 | -98.445 | 301.837 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
23468 BRKEY
23895 NBI No.
23895 On Under
1 Structure No.
1708R1341 X Control No.
008 Lane Ind.
Milepoint
13410 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.5 MI E JCT SH 5 & US 277 Sufficiency
98.5 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 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.
9 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
9 Culv. Rating
N Structure Rating
9 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.759 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23895 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 SPAN PC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1341 X H Index
100 Latitude
34:21:42 Longitude
-98:26:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-17 NBI Text
23895 Vault Link
http://plansrv1/bridgemaintvault/b23895 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.36166667 Longitude DD
-98.445 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23468 x
-10958847.2711438 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 23894 | 1708R1324 X | 23894 | Cotton | U.S. 277 | WEST CACHE CREEK | 1708R1324 X | 5 SPAN P C BEAM | 1994 | 34.36166667 | -98.44666667 | 399.934 | 42.001 | — | 5 | 60 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
23467 BRKEY
23894 NBI No.
23894 On Under
1 Structure No.
1708R1324 X Control No.
008 Lane Ind.
Milepoint
13240 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
.3 MI E JCT SH 5 & US 277 Sufficiency
98.5 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
60 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
399.934 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
9 Culv. Rating
N Structure Rating
9 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.335 HS Inv. Rating Method
1 HS Inv. Method
83.335 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23894 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5 SPAN P C BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1324 X H Index
100 Latitude
34:21:42 Longitude
-98:26:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26-17 NBI Text
23894 Vault Link
http://plansrv1/bridgemaintvault/b23894 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.36166667 Longitude DD
-98.44666667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23467 x
-10959032.8039995 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 23893 | 1708R1309 X | 23893 | Cotton | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708R1309 X | 4 SPAN PC. BEAM | 1994 | 34.36166667 | -98.45 | 359.908 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
23466 BRKEY
23893 NBI No.
23893 On Under
1 Structure No.
1708R1309 X Control No.
008 Lane Ind.
Milepoint
13090 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.2 MI E JCT SH 5 & US 277 Sufficiency
98.5 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359.908 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
7 Culv. Rating
N Structure Rating
9 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.759 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23893 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 SPAN PC. BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1309 X H Index
100 Latitude
34:21:42 Longitude
-98:27:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
25-17 NBI Text
23893 Vault Link
http://plansrv1/bridgemaintvault/b23893 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.36166667 Longitude DD
-98.45 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23466 x
-10959403.8685978 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 23705 | 2504 0573 X | 23705 | Murray | S.H. 7 | GARRISON CREEK | 2504 0573 X | 2-50,40ft. PRESTRESSED CONC BMS | 1993 | 34.521264 | -97.254828 | 143.045 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23458 BRKEY
23705 NBI No.
23705 On Under
1 Structure No.
2504 0573 X Control No.
004 Lane Ind.
Milepoint
05730 Facility Carried
S.H. 7 Feature Intersected
GARRISON CREEK Division
07 County
099 Location
5.8 MI NE MURRAY C/L Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
143.045 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
8 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
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
32.932673 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
23705 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-50,40ft. PRESTRESSED CONC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2504 0573 X H Index
99.2235 Latitude
34:31:16.55 Longitude
-97:15:17.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37-25 NBI Text
23705 Vault Link
http://plansrv1/bridgemaintvault/b23705 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.521264 Longitude DD
-97.254828 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23458 x
-10826357.9301474 y
4099011.65835031 |
|||||||||||||||||||||||||||||||||||||
| 23704 | 2504 0385 X | 23704 | Murray | S.H. 7 | SQUIRREL CREEK | 2504 0385 X | 100ft. PREST CONC BM SPAN | 1993 | 34.521283 | -97.287753 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.8 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23457 BRKEY
23704 NBI No.
23704 On Under
1 Structure No.
2504 0385 X Control No.
004 Lane Ind.
Milepoint
03850 Facility Carried
S.H. 7 Feature Intersected
SQUIRREL CREEK Division
07 County
099 Location
3.9 MI NE MURRAY C/L Sufficiency
91.8 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
8 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
90 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
32.932673 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
23704 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2504 0385 X H Index
99.371 Latitude
34:31:16.62 Longitude
-97:17:15.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36-25 NBI Text
23704 Vault Link
http://plansrv1/bridgemaintvault/b23704 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.521283 Longitude DD
-97.287753 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23457 x
-10830023.1243818 y
4099014.22544545 |
|||||||||||||||||||||||||||||||||||||
| 23703 | 2504 0226 X | 23703 | Murray | S.H. 7 | FIVE MILE CREEK | 2504 0226 X | 75ft. PRESTRESSED CONC BM SPAN | 1993 | 34.521069 | -97.315428 | 75.131 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23456 BRKEY
23703 NBI No.
23703 On Under
1 Structure No.
2504 0226 X Control No.
004 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 7 Feature Intersected
FIVE MILE CREEK Division
07 County
099 Location
2.3 MI NE MURRAY C/L Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
75.131 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
32.932673 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
23703 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft. PRESTRESSED CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2504 0226 X H Index
86.4977 Latitude
34:31:15.85 Longitude
-97:18:55.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35-25 NBI Text
23703 Vault Link
http://plansrv1/bridgemaintvault/b23703 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.521069 Longitude DD
-97.315428 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23456 x
-10833103.8912895 y
4098985.31188136 |
|||||||||||||||||||||||||||||||||||||
| 23701 | 3706 1327 X | 23701 | Kingfisher | S.H. 3 & S.H. 33 | WINTER CAMP CREEK | 3706 1327 X | 50ft.,(2) -100ft. P.C. BEAM SPANS W/ TR-3 RAILS | 1994 | 35.85568611 | -97.97358889 | 252.001 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23454 BRKEY
23701 NBI No.
23701 On Under
1 Structure No.
3706 1327 X Control No.
006 Lane Ind.
Milepoint
13270 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
WINTER CAMP CREEK Division
04 County
073 Location
2.8 MI W JCT US 81 Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1994 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
252.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23701 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,(2) -100ft. P.C. BEAM SPANS W/ TR-3 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 1327 X H Index
97.9661 Latitude
35:51:20.47 Longitude
-97:58:24.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 & 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23701 Vault Link
http://plansrv1/bridgemaintvault/b23701 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.85568611 Longitude DD
-97.97358889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23454 x
-10906370.0264243 y
4280782.12955304 |
|||||||||||||||||||||||||||||||||||||
| 23892 | 1708R1270 X | 23892 | Cotton | U.S. 277 | CREEK | 1708R1270 X | 5-10ft.X 9ft.X 30ft. R.C. BOX WITH HANDRAILS | 1932 | 34.35833333 | -98.45166667 | 44.948 | 32.001 | — | 4 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 400 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
23447 BRKEY
23892 NBI No.
23892 On Under
1 Structure No.
1708R1270 X Control No.
008 Lane Ind.
Milepoint
12700 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
033 Location
.3 MI S JCT SH 5 Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
350 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23892 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.X 9ft.X 30ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1270 X H Index
100 Latitude
34:21:30 Longitude
-98:27:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
24-17 NBI Text
23892 Vault Link
http://plansrv1/bridgemaintvault/b23892 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.35833333 Longitude DD
-98.45166667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23447 x
-10959589.4014535 y
4077019.52514752 |
|||||||||||||||||||||||||||||||||||||
| 23888 | 4202 0158 X | 23888 | Logan | U.S. 77 | CREEK | 4202 0158 X | 90ft. TYPE IV P.C.B. SPAN 52ft. CL. RDWY W/ 8ft. SW & PTR-2 RAILS | 1994 | 35.83742778 | -97.42534444 | 88.911 | 70.299 | — | 1 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Good (7) | Satisfactory (6) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23443 BRKEY
23888 NBI No.
23888 On Under
1 Structure No.
4202 0158 X Control No.
002 Lane Ind.
Milepoint
01580 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
083 Location
1.6 MI N JCT I-35 Sufficiency
76.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
88.911 Deck Width
70.299 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23888 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7.999 Rt. Curb SW
7.999 Description
90ft. TYPE IV P.C.B. SPAN 52ft. CL. RDWY W/ 8ft. SW & PTR-2 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4202 0158 X H Index
91.4636 Latitude
35:50:14.74 Longitude
-97:25:31.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23888 Vault Link
http://plansrv1/bridgemaintvault/b23888 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.83742778 Longitude DD
-97.42534444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
23443 x
-10845339.7334201 y
4278274.68133454 |
|||||||||||||||||||||||||||||||||||||
| 23791 | 6644R0063 X | 23791 | Rogers | S.H. 412P | VERDIGRIS RIVER O'FLOW | 73E0590N4140005 | 18-34ft.STEEL I-BM SPA | 1930 | 36.16243889 | -95.62689722 | 613.845 | 22.966 | — | 18 | 0 | 2 | 20.013 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.9 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
23436 BRKEY
23791 NBI No.
23791 On Under
1 Structure No.
6644R0063 X Control No.
044 Lane Ind.
Milepoint
00630 Facility Carried
S.H. 412P Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
7.5E TUL CL ON ROGERS C/L Sufficiency
52.9 Kind Hwy
3 Level Service
1 Route No.
0412P Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
2100 ADT Year
2009 Design Load
H 10 Skew
0 No. Main Spans
18 Road Width
20.013 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
613.845 Deck Width
22.966 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
37.92 HS Inv. Rating Method
2 HS Inv. Method
23.92 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2029 Bypass Detour
14.975046 School Bus Rte.
0 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
23791 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
18-34ft.STEEL I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
73E0590N4140005 H Index
75.6481 Latitude
36:09:44.78 Longitude
-95:37:36.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E0590 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
160 NBI Text
23791 Vault Link
http://plansrv1/bridgemaintvault/b23791 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
36.16243889 Longitude DD
-95.62689722 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23436 x
-10645137.5046711 y
4322995.7943058 |
|||||||||||||||||||||||||||||||||||||
| 23700 | 3706 1193 X | 23700 | Kingfisher | S.H. 3 & S.H. 33 | KINGFISHER CREEK | 3706 1193 X | 3 -100ft. P.C. BEAM SPANS W/ TR-3 RAILS SK. 60 DEG LF | 1994 | 35.85616389 | -97.99731667 | 302.313 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23435 BRKEY
23700 NBI No.
23700 On Under
1 Structure No.
3706 1193 X Control No.
006 Lane Ind.
Milepoint
11930 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
KINGFISHER CREEK Division
04 County
073 Location
3.9 MI W JCT US 81 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1994 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.313 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 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
97 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
37.999905 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23700 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -100ft. P.C. BEAM SPANS W/ TR-3 RAILS SK. 60 DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 1193 X H Index
98.5325 Latitude
35:51:22.19 Longitude
-97:59:50.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 & 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23700 Vault Link
http://plansrv1/bridgemaintvault/b23700 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.85616389 Longitude DD
-97.99731667 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23435 x
-10909011.3908116 y
4280847.7516634 |
|||||||||||||||||||||||||||||||||||||
| 23946 | 4950T0945 X | 23946 | Mayes | CHEROKEE TP | CREEK | 2144T0990 X | R.C.B. 3-10ft.X8ft.X377ft. | 1991 | 36.20435 | -95.112372 | 40.098 | 377.001 | — | 3 | 37 | 4 | 375 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.7 | Poor (4) | 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) | S | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23402 BRKEY
23946 NBI No.
23946 On Under
1 Structure No.
4950T0945 X Control No.
050 Lane Ind.
Milepoint
09450 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
097 Location
9.9 MI E OF TP GATE Sufficiency
72.7 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
3 Road Width
375 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
22 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.098 Deck Width
377.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
4 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
20 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
9760 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23946 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
R.C.B. 3-10ft.X8ft.X377ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0990 X H Index
97.888 Latitude
36:12:15.66 Longitude
-95:06:44.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.90 NBI Text
23946 Vault Link
http://plansrv1/bridgemaintvault/b23946 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.20435 Longitude DD
-95.112372 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23402 x
-10587860.8191804 y
4328776.17078297 |
|||||||||||||||||||||||||||||||||||||
| 23945 | 2144T1235 X | 23945 | Delaware | CHEROKEE TP | CREEK | 2144T1235 X | 12ft.-14ft.-12ft.X5ft.X 152ft. RCB | 1991 | 36.21253056 | -94.79411389 | 40.026 | 152.001 | — | 3 | 0 | 4 | 150 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23401 BRKEY
23945 NBI No.
23945 On Under
1 Structure No.
2144T1235 X Control No.
044 Lane Ind.
Milepoint
12350 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
041 Location
12.35 MI E OF C/L Sufficiency
81.8 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
10.6 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
150 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
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
152.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
9760 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23945 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.-14ft.-12ft.X5ft.X 152ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1235 X H Index
100 Latitude
36:12:45.11 Longitude
-94:47:38.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.05 NBI Text
23945 Vault Link
http://plansrv1/bridgemaintvault/b23945 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.21253056 Longitude DD
-94.79411389 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23401 x
-10552432.4884344 y
4329904.79379507 |
|||||||||||||||||||||||||||||||||||||
| 23944 | 2144T1004 X | 23944 | Delaware | CO. RD. N4590 | CHEROKEE TP UNDER | 2144T1004 X | 2-103ft. P.C.BEAM SPANS | 1991 | 36.21223611 | -94.83324167 | 206.037 | 32.7 | — | 2 | 0 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Good (7) | 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) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23400 BRKEY
23944 NBI No.
23944 On Under
1 Structure No.
2144T1004 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4590 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
10.04 MI E OF C/L Sufficiency
67.8 Kind Hwy
4 Level Service
1 Route No.
N4590 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
206.037 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
2007 Min Measured Clearance
1705 NBI Rating
23944 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-103ft. P.C.BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1004 X H Index
89.0595 Latitude
36:12:44.05 Longitude
-94:49:59.67 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4590 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.74 NBI Text
23944 Vault Link
http://plansrv1/bridgemaintvault/b23944 GIS FO/SD
Meets Standards H Inv. Method
36.156 Latitude DD
36.21223611 Longitude DD
-94.83324167 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23400 x
-10556788.1729798 y
4329864.16824002 |
|||||||||||||||||||||||||||||||||||||
| 23783 | 1118 0820 X | 23783 | Cherokee | S.H. 80 | RANGER CREEK | 1118 0820 X | 2-70ft.,2-100ft. PRESTRE | 1994 | 35.88405833 | -95.19895556 | 341.864 | 34.4 | — | 4 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 130 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23392 BRKEY
23783 NBI No.
23783 On Under
1 Structure No.
1118 0820 X Control No.
018 Lane Ind.
Milepoint
08200 Facility Carried
S.H. 80 Feature Intersected
RANGER CREEK Division
01 County
021 Location
8.2 MI N MUSKOGEE CL Sufficiency
97.2 Kind Hwy
3 Level Service
1 Route No.
00080 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
130 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
341.864 Deck Width
34.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
208 Future ADT Year
2042 Bypass Detour
39.146385 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
23783 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-70ft.,2-100ft. PRESTRE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1118 0820 X H Index
98.5483 Latitude
35:53:02.61 Longitude
-95:11:56.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 80 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
23783 Vault Link
http://plansrv1/bridgemaintvault/b23783 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.88405833 Longitude DD
-95.19895556 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23392 x
-10597499.2569907 y
4284679.68208553 |
|||||||||||||||||||||||||||||||||||||
| 23688 | 5128 0348 X | 23688 | Muskogee | S.H. 10 | SULPHUR CREEK | 5128 0348 X | 3-10ft.X 10ft.X 88ft. R.C. | 1993 | 35.59356944 | -95.13791944 | 21.982 | 0 | — | 2 | 45 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23387 BRKEY
23688 NBI No.
23688 On Under
1 Structure No.
5128 0348 X Control No.
028 Lane Ind.
Milepoint
03480 Facility Carried
S.H. 10 Feature Intersected
SULPHUR CREEK Division
01 County
101 Location
3.4 MI W SEQUOYAH CO Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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
5 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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
39.767756 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
23688 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
3-10ft.X 10ft.X 88ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 0348 X H Index
96.1568 Latitude
35:35:36.85 Longitude
-95:08:16.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23688 Vault Link
http://plansrv1/bridgemaintvault/b23688 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.59356944 Longitude DD
-95.13791944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23387 x
-10590704.7471923 y
4244840.30471915 |
|||||||||||||||||||||||||||||||||||||
| 23687 | 5128 0160 X | 23687 | Muskogee | S.H. 10 | CEDAR CREEK | 5128 0160 X | 2-12ft.X 8ft.X 60ft. R.C.B | 1993 | 35.56927222 | -95.14046944 | 25.919 | 62.001 | — | 2 | 0 | 2 | 47 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23386 BRKEY
23687 NBI No.
23687 On Under
1 Structure No.
5128 0160 X Control No.
028 Lane Ind.
Milepoint
01600 Facility Carried
S.H. 10 Feature Intersected
CEDAR CREEK Division
01 County
101 Location
1.6 MI W SEQUOYAH CO Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
47 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
62.001 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
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.4 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
39.767756 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
23687 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
6 Lft. Curb SW
5 Rt. Curb SW
4 Description
2-12ft.X 8ft.X 60ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 0160 X H Index
95.4757 Latitude
35:34:09.38 Longitude
-95:08:25.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23687 Vault Link
http://plansrv1/bridgemaintvault/b23687 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
35.56927222 Longitude DD
-95.14046944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23386 x
-10590988.6118938 y
4241514.60795424 |
|||||||||||||||||||||||||||||||||||||
| 23686 | 5106 1184 X | 23686 | Muskogee | U.S. 62 | RAYNE CREEK | 5106 1184 X | 3-12ft.X 10ft.X 152ft. R.C | 1994 | 35.79819444 | -95.13875833 | 40 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23385 BRKEY
23686 NBI No.
23686 On Under
1 Structure No.
5106 1184 X Control No.
006 Lane Ind.
Milepoint
11840 Facility Carried
U.S. 62 Feature Intersected
RAYNE CREEK Division
01 County
101 Location
11.8 MI E JCT SH 16 Sufficiency
68.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1994 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
5 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
67.000001 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
23686 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 10ft.X 152ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1184 X H Index
87.6314 Latitude
35:47:53.5 Longitude
-95:08:19.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23686 Vault Link
http://plansrv1/bridgemaintvault/b23686 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.79819444 Longitude DD
-95.13875833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23385 x
-10590798.1319999 y
4272888.64990585 |
|||||||||||||||||||||||||||||||||||||
| 23685 | 5106 1124SX | 23685 | Muskogee | U.S. 62 EB | MANARD BAYOU CREEK | 5106 1124SX | 50ft.-90ft.-50ft. PRESTRES | 1994 | 35.79833333 | -95.14916667 | 189.961 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23384 BRKEY
23685 NBI No.
23685 On Under
1 Structure No.
5106 1124SX Control No.
006 Lane Ind.
S Milepoint
11240 Facility Carried
U.S. 62 EB Feature Intersected
MANARD BAYOU CREEK Division
01 County
101 Location
11.2 MI E JCT SH 16 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
6050 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
5 - Prestressed Concrete Design
02 Length
189.961 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23685 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-90ft.-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1124SX H Index
93.993 Latitude
35:47:54 Longitude
-95:08:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23685 Vault Link
http://plansrv1/bridgemaintvault/b23685 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.79833333 Longitude DD
-95.14916667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23384 x
-10591956.7831087 y
4272907.71230988 |
|||||||||||||||||||||||||||||||||||||
| 23684 | 5106 1124NX | 23684 | Muskogee | U.S. 62 WB | MANARD BAYOU CREEK | 5106 1124NX | 50ft.-90ft.-50ft. PRESTRES | 1993 | 35.79861111 | -95.14916667 | 189.961 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23383 BRKEY
23684 NBI No.
23684 On Under
1 Structure No.
5106 1124NX Control No.
006 Lane Ind.
N Milepoint
11240 Facility Carried
U.S. 62 WB Feature Intersected
MANARD BAYOU CREEK Division
01 County
101 Location
11.2 MI E JCT SH 16 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
6200 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
5 - Prestressed Concrete Design
02 Length
189.961 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23684 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-90ft.-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1124NX H Index
99.2395 Latitude
35:47:55 Longitude
-95:08:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23684 Vault Link
http://plansrv1/bridgemaintvault/b23684 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.79861111 Longitude DD
-95.14916667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23383 x
-10591956.7831087 y
4272945.8372179 |
|||||||||||||||||||||||||||||||||||||
| 23683 | 5106 1094 X | 23683 | Muskogee | U.S. 62 | MANARD BAYOU TRIB. | 5106 1094 X | 3-12ft.X 10ft.X 162ft. R.C | 1994 | 35.79821389 | -95.15496111 | 38.058 | 0 | — | 3 | 18 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | 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 | 06 - Minor Arterial (Rural) | C | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23382 BRKEY
23683 NBI No.
23683 On Under
1 Structure No.
5106 1094 X Control No.
006 Lane Ind.
Milepoint
10940 Facility Carried
U.S. 62 Feature Intersected
MANARD BAYOU TRIB. Division
01 County
101 Location
10.9 MI E JCT SH 16 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1994 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
5 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23683 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 10ft.X 162ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1094 X H Index
66.6015 Latitude
35:47:53.57 Longitude
-95:09:17.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23683 Vault Link
http://plansrv1/bridgemaintvault/b23683 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.79821389 Longitude DD
-95.15496111 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23382 x
-10592601.8172189 y
4272891.31938155 |
|||||||||||||||||||||||||||||||||||||
| 23777 | 1504 1159 X | 23777 | Coal | U.S. 75 | MUDDY BOGGY CREEK | 1504 1159 X | 4-95ft. PSC BMS | 1994 | 34.740344 | -96.264419 | 381.89 | 41.995 | — | 4 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23368 BRKEY
23777 NBI No.
23777 On Under
1 Structure No.
1504 1159 X Control No.
004 Lane Ind.
Milepoint
11590 Facility Carried
U.S. 75 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
029 Location
11.9 MI N SH3 Sufficiency
94.1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1994 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
381.89 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
42.253241 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
23777 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-95ft. PSC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1504 1159 X H Index
99.5354 Latitude
34:44:25.24 Longitude
-96:15:51.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23777 Vault Link
http://plansrv1/bridgemaintvault/b23777 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.740344 Longitude DD
-96.264419 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23368 x
-10716106.1045903 y
4128650.67813243 |
|||||||||||||||||||||||||||||||||||||
| 23776 | 1504 1044 X | 23776 | Coal | U.S. 75 | CEDAR CREEK | 1504 1044 X | 40ft.-50ft.-40ft. PRESTR. | 1994 | 34.72425556 | -96.26274167 | 131.89 | 42.323 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23367 BRKEY
23776 NBI No.
23776 On Under
1 Structure No.
1504 1044 X Control No.
004 Lane Ind.
Milepoint
10440 Facility Carried
U.S. 75 Feature Intersected
CEDAR CREEK Division
03 County
029 Location
10.7 MI N SH3 Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1994 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
131.89 Deck Width
42.323 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
42.253241 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
23776 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. PRESTR. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1504 1044 X H Index
98.866 Latitude
34:43:27.32 Longitude
-96:15:45.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23776 Vault Link
http://plansrv1/bridgemaintvault/b23776 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.72425556 Longitude DD
-96.26274167 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23367 x
-10715919.3850688 y
4126471.42908478 |
|||||||||||||||||||||||||||||||||||||
| 23682 | 5106 0904SX | 23682 | Muskogee | U.S. 62 EB | FOUR MILE CREEK | 5106 0904SX | 100ft. PREST CONC BM SPAN | 1994 | 35.79841389 | -95.18890278 | 100.066 | 41.001 | — | 1 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23363 BRKEY
23682 NBI No.
23682 On Under
1 Structure No.
5106 0904SX Control No.
006 Lane Ind.
S Milepoint
09040 Facility Carried
U.S. 62 EB Feature Intersected
FOUR MILE CREEK Division
01 County
101 Location
9.0 MI E JCT SH 16 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
6050 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9680 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23682 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0904SX H Index
93.383 Latitude
35:47:54.29 Longitude
-95:11:20.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23682 Vault Link
http://plansrv1/bridgemaintvault/b23682 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.79841389 Longitude DD
-95.18890278 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23363 x
-10596380.18664 y
4272918.76904103 |
|||||||||||||||||||||||||||||||||||||
| 23681 | 5106 0904NX | 23681 | Muskogee | U.S. 62 | FOUR MILE CREEK | 5106 0904NX | 100ft. PREST CONC BM SPAN | 1993 | 35.79870833 | -95.18876944 | 100.066 | 41.001 | — | 1 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23362 BRKEY
23681 NBI No.
23681 On Under
1 Structure No.
5106 0904NX Control No.
006 Lane Ind.
N Milepoint
09040 Facility Carried
U.S. 62 Feature Intersected
FOUR MILE CREEK Division
01 County
101 Location
9.0 MI E JCT SH 16 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23681 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0904NX H Index
99.4936 Latitude
35:47:55.35 Longitude
-95:11:19.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23681 Vault Link
http://plansrv1/bridgemaintvault/b23681 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.79870833 Longitude DD
-95.18876944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23362 x
-10596365.3432991 y
4272959.18055545 |
|||||||||||||||||||||||||||||||||||||
| 23955 | 1937R3343 XR | 23955 | Creek | SUPULPA INTRCHG | TURNER TP (I-44) UNDER | 1937T3350 XR | 25ft. - 45ft. - 57ft. - 25ft. I-BEAM SPANS | 1953 | 36.010475 | -96.11495833 | 154.856 | 39.8 | — | 4 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | T | 15750 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
23357 BRKEY
23955 NBI No.
23955 On Under
1 Structure No.
1937R3343 XR Control No.
Lane Ind.
Milepoint
Facility Carried
SUPULPA INTRCHG Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
79.4 MI'S NE JCT I-35 Sufficiency
68 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
18.501 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1953 ADT Total
15750 ADT Year
2016 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.001 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.044 HS Inv. Rating Method
1 HS Inv. Method
46.848 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25200 Future ADT Year
2036 Bypass Detour
123.652866 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1709 Min Measured Clearance
1510 NBI Rating
23955 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft. - 45ft. - 57ft. - 25ft. I-BEAM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3350 XR H Index
81.3723 Latitude
36:00:37.71 Longitude
-96:06:53.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
SUPULPA INTRCHG Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
80.50 NBI Text
23955 Vault Link
http://plansrv1/bridgemaintvault/b23955 GIS FO/SD
Meets Standards H Inv. Method
31.636 Latitude DD
36.010475 Longitude DD
-96.11495833 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
23357 x
-10699468.2189123 y
4302062.8116327 |
|||||||||||||||||||||||||||||||||||||
| 23954 | 5163T1956NX | 23954 | Muskogee | MUSKOGEE TP | HANCOCK ST. UNDER | 5163T1931NX | 32ft. - 47ft. - 36ft. PC BEAM SPANS | 1968 | 35.725872 | -95.309578 | 114.301 | 40 | — | 3 | 0 | 2 | 37.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | P | 3350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23356 BRKEY
23954 NBI No.
23954 On Under
1 Structure No.
5163T1956NX Control No.
063 Lane Ind.
N Milepoint
19560 Facility Carried
MUSKOGEE TP Feature Intersected
HANCOCK ST. UNDER Division
01 County
101 Location
37.14 MI SE JCT SH 51 Sufficiency
93.3 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
3350 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
114.301 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.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5360 Future ADT Year
2042 Bypass Detour
0.124274 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
1809 Min Measured Clearance
1710 NBI Rating
23954 ODOT County
51 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
32ft. - 47ft. - 36ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1931NX H Index
100 Latitude
35:43:33.14 Longitude
-95:18:34.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37.14E NBI Text
23954 Vault Link
http://plansrv1/bridgemaintvault/b23954 GIS FO/SD
FO H Inv. Method
27.4 Latitude DD
35.725872 Longitude DD
-95.309578 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23356 x
-10609813.6906818 y
4262967.04564442 |
|||||||||||||||||||||||||||||||||||||
| 23867 | 4408R0391 XC | 23867 | McClain | S.H. 9 N SD | CREEK | 4408 0391 XC | 2-10ft. X 10ft.X 22ft. RD | 1940 | 35.18231389 | -97.53221389 | 22.966 | 24.934 | — | 2 | 0 | 2 | 21.982 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 100 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
23350 BRKEY
23867 NBI No.
23867 On Under
1 Structure No.
4408R0391 XC Control No.
008 Lane Ind.
Milepoint
03910 Facility Carried
S.H. 9 N SD Feature Intersected
CREEK Division
03 County
087 Location
4.0 MI. E. JCT. US62 Sufficiency
86 Kind Hwy
3 Level Service
8 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
100 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
24.934 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
160 Future ADT Year
2024 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23867 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 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 22ft. RD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
4408 0391 XC H Index
64.6062 Latitude
35:10:56.33 Longitude
-97:31:55.97 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 N SD Scour
4 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
23867 Vault Link
http://plansrv1/bridgemaintvault/b23867 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.18231389 Longitude DD
-97.53221389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23350 x
-10857236.3861754 y
4188684.55718797 |
|||||||||||||||||||||||||||||||||||||
| 23943 | 2144T0592SX | 23943 | Delaware | CHEROKEE TP | SALINE CREEK | 2144T0592SX | 100ft. P.C.BEAM SPAN | 1991 | 36.2142 | -94.90658333 | 100.066 | 42.7 | — | 1 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23333 BRKEY
23943 NBI No.
23943 On Under
1 Structure No.
2144T0592SX Control No.
044 Lane Ind.
S Milepoint
05920 Facility Carried
CHEROKEE TP Feature Intersected
SALINE CREEK Division
08 County
041 Location
5.92 MI E OF C/L Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3050 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
47.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23943 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C.BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0592SX H Index
88.8011 Latitude
36:12:51.12 Longitude
-94:54:23.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.63N NBI Text
23943 Vault Link
http://plansrv1/bridgemaintvault/b23943 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.2142 Longitude DD
-94.90658333 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23333 x
-10564952.529225 y
4330135.13095839 |
|||||||||||||||||||||||||||||||||||||
| 23942 | 2144T0300SX | 23942 | Delaware | CHEROKEE TP | CO. RD. N4520 UNDER | 2144T0300SX | 53ft.-63ft.-53ft. PC BEAM SPANS SK66RF | 1991 | 36.21498611 | -94.95814722 | 167.979 | 42.7 | — | 3 | 24 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.2 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23332 BRKEY
23942 NBI No.
23942 On Under
1 Structure No.
2144T0300SX Control No.
044 Lane Ind.
S Milepoint
03000 Facility Carried
CHEROKEE TP Feature Intersected
CO. RD. N4520 UNDER Division
08 County
041 Location
3.00 MI E OF C/L Sufficiency
80.2 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3050 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
167.979 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.2 HS Inv. Rating Method
1 HS Inv. Method
21.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1801 Max Measured Clearance
2209 Min Measured Clearance
1803 NBI Rating
23942 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.-63ft.-53ft. PC BEAM SPANS SK66RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0300SX H Index
91.4981 Latitude
36:12:53.95 Longitude
-94:57:29.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.71S NBI Text
23942 Vault Link
http://plansrv1/bridgemaintvault/b23942 GIS FO/SD
FO H Inv. Method
17.1 Latitude DD
36.21498611 Longitude DD
-94.95814722 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23332 x
-10570692.5952031 y
4330243.59438848 |
|||||||||||||||||||||||||||||||||||||
| 23941 | 4950T1111 X | 23941 | Mayes | CHEROKEE TP | LITTLE SPRING CREEK | 4950T1160 X | 3-100ft. PC BEAM SPANS, SK 58 LF | 1991 | 36.212117 | -95.085417 | 299.869 | 42.7 | — | 3 | 32 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23331 BRKEY
23941 NBI No.
23941 On Under
1 Structure No.
4950T1111 X Control No.
050 Lane Ind.
Milepoint
11110 Facility Carried
CHEROKEE TP Feature Intersected
LITTLE SPRING CREEK Division
08 County
097 Location
11.6 MI.NE OF TP GATE Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45.906 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
299.869 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.9 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23941 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PC BEAM SPANS, SK 58 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T1160 X H Index
90.0472 Latitude
36:12:43.62 Longitude
-95:05:07.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.60N NBI Text
23941 Vault Link
http://plansrv1/bridgemaintvault/b23941 GIS FO/SD
Meets Standards H Inv. Method
40.1 Latitude DD
36.212117 Longitude DD
-95.085417 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23331 x
-10584860.2023061 y
4329847.73456002 |
|||||||||||||||||||||||||||||||||||||
| 23940 | 2144T1649NX | 23940 | Delaware | CHEROKEE TP | FIVE MILE HOLLOW RD UND | 2144T1649SX | 3-55ft. P.C.BEAM SPANS, SK62LF | 1991 | 36.19483056 | -94.72641389 | 165.026 | 42.7 | — | 3 | 28 | 2 | 22.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23330 BRKEY
23940 NBI No.
23940 On Under
1 Structure No.
2144T1649NX Control No.
044 Lane Ind.
N Milepoint
16490 Facility Carried
CHEROKEE TP Feature Intersected
FIVE MILE HOLLOW RD UND Division
08 County
041 Location
16.49 MI E OF C/L Sufficiency
76.4 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.999 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3450 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
22.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
165.026 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.9 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1911 Max Measured Clearance
2101 Min Measured Clearance
2003 NBI Rating
23940 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. P.C.BEAM SPANS, SK62LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1649SX H Index
91.5461 Latitude
36:11:41.39 Longitude
-94:43:35.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.20 NBI Text
23940 Vault Link
http://plansrv1/bridgemaintvault/b23940 GIS FO/SD
FO H Inv. Method
30.6 Latitude DD
36.19483056 Longitude DD
-94.72641389 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23330 x
-10544896.1589077 y
4327462.97897675 |
|||||||||||||||||||||||||||||||||||||
| 23939 | 2144T1722EX | 23939 | Delaware | CHEROKEE TP | FIVE MILE HOLLOW CREEK | 2144T1722EX | 60ft.-75ft.-60ft. PCBEAM SPANS, SK60LF | 1991 | 36.19069444 | -94.71535 | 195 | 42.7 | — | 3 | 30 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23329 BRKEY
23939 NBI No.
23939 On Under
1 Structure No.
2144T1722EX Control No.
044 Lane Ind.
E Milepoint
17220 Facility Carried
CHEROKEE TP Feature Intersected
FIVE MILE HOLLOW CREEK Division
08 County
041 Location
17.22 MI E OF C/L Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3150 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
195 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.7 HS Inv. Rating Method
1 HS Inv. Method
40.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23939 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-75ft.-60ft. PCBEAM SPANS, SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1722EX H Index
93.3999 Latitude
36:11:26.5 Longitude
-94:42:55.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.92 NBI Text
23939 Vault Link
http://plansrv1/bridgemaintvault/b23939 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.19069444 Longitude DD
-94.71535 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23329 x
-10543664.5323067 y
4326892.45747045 |
|||||||||||||||||||||||||||||||||||||
| 23959 | 5586T0678 X | 23959 | Oklahoma | KILPATRICK TP | CHISHOLM CREEK | 5586T0641 X | 12ft.-14ft.-14ft.-12ft.X12ft.X503ft. R.C.BOX SK60LF | 1991 | 35.609808 | -97.546028 | 63.501 | 505 | — | 4 | 30 | 11 | 502.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 54400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23308 BRKEY
23959 NBI No.
23959 On Under
1 Structure No.
5586T0678 X Control No.
086 Lane Ind.
Milepoint
06780 Facility Carried
KILPATRICK TP Feature Intersected
CHISHOLM CREEK Division
04 County
109 Location
128.44 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
54400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
502.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
11 Fill RCB
22 Appr. Roadway Width
100 Span Type Main
M Material
1 - Concrete Design
19 Length
63.501 Deck Width
505 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
87040 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23959 ODOT County
55 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
12ft.-14ft.-14ft.-12ft.X12ft.X503ft. R.C.BOX SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0641 X H Index
95.0556 Latitude
35:36:35.31 Longitude
-97:32:45.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
128.44 NBI Text
23959 Vault Link
http://plansrv1/bridgemaintvault/b23959 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.609808 Longitude DD
-97.546028 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23308 x
-10858774.1658664 y
4247063.53027085 |