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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| 15431 | 3618 0704 X | 15431 | Kay | S.H. 11 | CREEK | 3618 0704 X | 2-10ft. X 8ft. X 133ft. R.C.BOX W/ 3ft. CURTAIN WALL UPSTREAM | 1962 | 36.81115556 | -97.33488056 | 20.902 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15527 BRKEY
15431 NBI No.
15431 On Under
1 Structure No.
3618 0704 X Control No.
018 Lane Ind.
Milepoint
07040 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
071 Location
.5 MI E I-35 JCT Sufficiency
77.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
20.902 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15431 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 133ft. R.C.BOX W/ 3ft. CURTAIN WALL UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3618 0704 X H Index
79.4556 Latitude
36:48:40.16 Longitude
-97:20:05.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15431 Vault Link
http://plansrv1/bridgemaintvault/b15431 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
36.81115556 Longitude DD
-97.33488056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15527 x
-10835269.3403633 y
4412816.89447532 |
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| 15430 | 1702 0690 X | 15430 | Cotton | U.S. 70 | CREEK | 1702 0690 X | 2-10ft.X 2.5ft.X 86ft. R.C.BOX | 1962 | 34.17361111 | -98.50444444 | 23.95 | 86.001 | — | 2 | 0 | 4 | 78.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15526 BRKEY
15430 NBI No.
15430 On Under
1 Structure No.
1702 0690 X Control No.
002 Lane Ind.
Milepoint
06900 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
033 Location
WEST OF TURNPIKE GATE Sufficiency
96.5 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
78.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
78.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
78.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.8 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
26.718961 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
15430 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 2.5ft.X 86ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1702 0690 X H Index
96.1403 Latitude
34:10:25 Longitude
-98:30:16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
5 NBI Text
15430 Vault Link
http://plansrv1/bridgemaintvault/b15430 GIS FO/SD
Meets Standards H Inv. Method
23.2 Latitude DD
34.17361111 Longitude DD
-98.50444444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15526 x
-10965464.5959351 y
4052137.64725379 |
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| 15429 | 1732 0666 X | 15429 | Cotton | S.H. 65 | CREEK | 1732 0666 X | 2-10ft.X 4ft.X 38ft. R.C. BOX SK. 30 DEG. WITH HANDRAILS | 1962 | 34.45916667 | -98.22638889 | 25.919 | 38.002 | — | 2 | 30 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15525 BRKEY
15429 NBI No.
15429 On Under
1 Structure No.
1732 0666 X Control No.
032 Lane Ind.
Milepoint
06660 Facility Carried
S.H. 65 Feature Intersected
CREEK Division
07 County
033 Location
6.7 MI N JCT SH 53 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00065 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
38.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
44.738726 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
15429 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 38ft. R.C. BOX SK. 30 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1732 0666 X H Index
96.5375 Latitude
34:27:33 Longitude
-98:13:35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 65 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70 NBI Text
15429 Vault Link
http://plansrv1/bridgemaintvault/b15429 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.45916667 Longitude DD
-98.22638889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15525 x
-10934511.5936969 y
4090624.79628192 |
|||||||||||||||||||||||||||||||||||||
| 15428 | 5318 0621 X | 15428 | Nowata | S.H. 10 | CALIFORNIA CREEK | 5318 0621 X | 2-10ft.X 6ft.X 40ft. R.C.B | 1962 | 36.91661944 | -95.74108889 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15524 BRKEY
15428 NBI No.
15428 On Under
1 Structure No.
5318 0621 X Control No.
018 Lane Ind.
Milepoint
06210 Facility Carried
S.H. 10 Feature Intersected
CALIFORNIA CREEK Division
08 County
105 Location
6.2 MI W OF US 169 Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1962 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1472 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15428 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5318 0621 X H Index
62.9999 Latitude
36:54:59.83 Longitude
-95:44:27.92 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
15428 Vault Link
http://plansrv1/bridgemaintvault/b15428 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.91661944 Longitude DD
-95.74108889 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15524 x
-10657849.2632283 y
4427490.97628231 |
|||||||||||||||||||||||||||||||||||||
| 15427 | 6740 0484 X | 15427 | Seminole | U.S. 270 | CREEK | 6740 0484 X | 2-10ft.X 10ft.X 111ft. RDY | 1962 | 35.12093333 | -96.47837778 | 22.966 | 43.999 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15523 BRKEY
15427 NBI No.
15427 On Under
1 Structure No.
6740 0484 X Control No.
040 Lane Ind.
Milepoint
04840 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
1 MI E SH 56 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
43.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15427 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 111ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6740 0484 X H Index
95.9182 Latitude
35:07:15.36 Longitude
-96:28:42.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15427 Vault Link
http://plansrv1/bridgemaintvault/b15427 GIS FO/SD
Meets Standards H Inv. Method
61 Latitude DD
35.12093333 Longitude DD
-96.47837778 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15523 x
-10739923.8870307 y
4180327.66906908 |
|||||||||||||||||||||||||||||||||||||
| 15426 | 1936 0460 X | 15426 | Creek | S.H. 117 | CREEK | 1936 0460 X | 2-10ft.X10ft.X140ft. RCB | 1962 | 35.98820556 | -96.03189444 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 11300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15522 BRKEY
15426 NBI No.
15426 On Under
1 Structure No.
1936 0460 X Control No.
036 Lane Ind.
Milepoint
04600 Facility Carried
S.H. 117 Feature Intersected
CREEK Division
08 County
037 Location
4.6 MI E JCT US 75A Sufficiency
66.2 Kind Hwy
3 Level Service
1 Route No.
00117 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1962 ADT Total
11300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.4 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18080 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15426 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X140ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1936 0460 X H Index
98.2249 Latitude
35:59:17.54 Longitude
-96:01:54.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 117 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15426 Vault Link
http://plansrv1/bridgemaintvault/b15426 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
35.98820556 Longitude DD
-96.03189444 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15522 x
-10690221.5889742 y
4298998.59662591 |
|||||||||||||||||||||||||||||||||||||
| 15324 | 5233 0869EX | 15324 | Noble | I-35 | BNSF R.R. UNDER | 5233 0869EX | 3-44ft. I-BM. SPANS W/ F-SHAPED RAILS SK. 78 DEG. RF | 1961 | 36.28516667 | -97.32755 | 132.874 | 41.001 | — | 3 | 12 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15521 BRKEY
15324 NBI No.
15324 On Under
1 Structure No.
5233 0869EX Control No.
033 Lane Ind.
E Milepoint
08690 Facility Carried
I-35 Feature Intersected
BNSF R.R. UNDER Division
04 County
103 Location
0.7 MI N JCT US 77 Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
8150 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
18.75 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2303 Max Measured Clearance
2308 Min Measured Clearance
2308 NBI Rating
15324 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. I-BM. SPANS W/ F-SHAPED RAILS SK. 78 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0869EX H Index
74.4166 Latitude
36:17:06.6 Longitude
-97:19:39.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15324 Vault Link
http://plansrv1/bridgemaintvault/b15324 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.28516667 Longitude DD
-97.32755 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15521 x
-10834453.3061569 y
4339931.14491872 |
|||||||||||||||||||||||||||||||||||||
| 15323 | 5567R0145EX | 15323 | Oklahoma | U.S. 77 | NW 78TH ST. UNDER | 5567R0145EX | 30ft.-70ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1961 | 35.55 | -97.51333333 | 131.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.4 | Poor (4) | Critical (2) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 39000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
15520 BRKEY
15323 NBI No.
15323 On Under
1 Structure No.
5567R0145EX Control No.
067 Lane Ind.
E Milepoint
01450 Facility Carried
U.S. 77 Feature Intersected
NW 78TH ST. UNDER Division
04 County
109 Location
1.5 MI N OF I-44 Sufficiency
52.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
39000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.801 Underclearance Left
6.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.391 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
62400 Future ADT Year
2022 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15323 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-70ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5567R0145EX H Index
66.628 Latitude
35:33:00 Longitude
-97:30:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15323 Vault Link
http://plansrv1/bridgemaintvault/b15323 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.55 Longitude DD
-97.51333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15520 x
-10855134.6118503 y
4238877.42831251 |
|||||||||||||||||||||||||||||||||||||
| 15322 | 5567R0145WX | 15322 | Oklahoma | U.S. 77 | NW 78TH ST. UNDER | 5567R0145WX | 30ft.-70ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1961 | 35.55 | -97.51333333 | 131.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.4 | Poor (4) | Critical (2) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 39000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
15519 BRKEY
15322 NBI No.
15322 On Under
1 Structure No.
5567R0145WX Control No.
067 Lane Ind.
W Milepoint
01450 Facility Carried
U.S. 77 Feature Intersected
NW 78TH ST. UNDER Division
04 County
109 Location
1.5 MI N OF I-44 Sufficiency
52.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
39000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.801 Underclearance Left
6.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.391 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
62400 Future ADT Year
2022 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15322 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-70ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5567R0145WX H Index
76.2983 Latitude
35:33:00 Longitude
-97:30:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15322 Vault Link
http://plansrv1/bridgemaintvault/b15322 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.55 Longitude DD
-97.51333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15519 x
-10855134.6118503 y
4238877.42831251 |
|||||||||||||||||||||||||||||||||||||
| 15321 | 5568R1320NX | 15321 | Oklahoma | I-40 WB | FAU 9661 CHOCTAW RD UND | 5568 1290NX | 35ft.-50ft.-35ft. I-BM. SPANS W/ CONCRETE PARAPETS SK. 61 DEG.51ft. | 1961 | 35.392978 | -97.265053 | 122.001 | 26.75 | — | 3 | 28 | 2 | 23 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.7 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22750 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15518 BRKEY
15321 NBI No.
15321 On Under
1 Structure No.
5568R1320NX Control No.
068 Lane Ind.
N Milepoint
13200 Facility Carried
I-40 WB Feature Intersected
FAU 9661 CHOCTAW RD UND Division
04 County
109 Location
1.2 MI E OF JCT-I240 Sufficiency
62.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
22750 ADT Year
2018 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
23 Ref. Underclearance Rt.
H Underclearance Right
8.009 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
26.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.524 HS Inv. Rating Method
1 HS Inv. Method
52.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36400 Future ADT Year
2038 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1408 Min Measured Clearance
1408 NBI Rating
15321 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
35ft.-50ft.-35ft. I-BM. SPANS W/ CONCRETE PARAPETS SK. 61 DEG.51ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1290NX H Index
73.9728 Latitude
35:23:34.72 Longitude
-97:15:54.19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15321 Vault Link
http://plansrv1/bridgemaintvault/b15321 GIS FO/SD
FO H Inv. Method
36.487 Latitude DD
35.392978 Longitude DD
-97.265053 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15518 x
-10827496.1719408 y
4217414.35603248 |
|||||||||||||||||||||||||||||||||||||
| 15320 | 5568R1320SX | 15320 | Oklahoma | I-40 EB | FAU 9661 CHOCTAW RD UND | 5568 1290SX | 35ft.-50ft.-35ft. I-BM. SPANS W/ CONCRETE PARAPETS SK. 61 DEG.51ft. | 1961 | 35.392642 | -97.265044 | 122.001 | 26.75 | — | 3 | 28 | 2 | 23 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23050 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15517 BRKEY
15320 NBI No.
15320 On Under
1 Structure No.
5568R1320SX Control No.
068 Lane Ind.
S Milepoint
13200 Facility Carried
I-40 EB Feature Intersected
FAU 9661 CHOCTAW RD UND Division
04 County
109 Location
1.2 MI E OF JCT-I240 Sufficiency
62.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
23050 ADT Year
2018 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
23 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
26.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.524 HS Inv. Rating Method
1 HS Inv. Method
52.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36880 Future ADT Year
2038 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1402 Min Measured Clearance
1401 NBI Rating
15320 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.
8 DK Surf. Type
6 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
35ft.-50ft.-35ft. I-BM. SPANS W/ CONCRETE PARAPETS SK. 61 DEG.51ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1290SX H Index
76.9661 Latitude
35:23:33.51 Longitude
-97:15:54.16 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15320 Vault Link
http://plansrv1/bridgemaintvault/b15320 GIS FO/SD
FO H Inv. Method
36.487 Latitude DD
35.392642 Longitude DD
-97.265044 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15517 x
-10827495.1700653 y
4217368.47363952 |
|||||||||||||||||||||||||||||||||||||
| 15224 | 5567 0100 X | 15224 | Oklahoma | U.S. 77 | CREEK | 5567 0100 X | 3-10ft.X 10ft.X 315ft. R.C.BOX | 1961 | 35.543586 | -97.513442 | 22.999 | 0 | — | 3 | 0 | 11 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 96200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15516 BRKEY
15224 NBI No.
15224 On Under
1 Structure No.
5567 0100 X Control No.
067 Lane Ind.
Milepoint
01000 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
109 Location
1.0 MI N I-44 Sufficiency
68.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
75 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
96200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
11 Fill RCB
10 Appr. Roadway Width
202.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
153920 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15224 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 315ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0100 X H Index
98.7793 Latitude
35:32:36.91 Longitude
-97:30:48.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15224 Vault Link
http://plansrv1/bridgemaintvault/b15224 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
35.543586 Longitude DD
-97.513442 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15516 x
-10855146.7089394 y
4237999.88745338 |
|||||||||||||||||||||||||||||||||||||
| 15128 | 5233 1600WX | 15128 | Noble | I-35 S.B. | E0430 UNDER | 5233 1600WX | 30ft.-45ft.-45ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS | 1960 | 36.39102222 | -97.327275 | 151.903 | 42.999 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15507 BRKEY
15128 NBI No.
15128 On Under
1 Structure No.
5233 1600WX Control No.
033 Lane Ind.
W Milepoint
16000 Facility Carried
I-35 S.B. Feature Intersected
E0430 UNDER Division
04 County
103 Location
0.6 MI S JCT US 412 Sufficiency
94.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
23.399 Underclearance Left
5.2 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
151.903 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1605 Min Measured Clearance
1600 NBI Rating
15128 ODOT County
52 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
3 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-45ft.-45ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1600WX H Index
83.5215 Latitude
36:23:27.68 Longitude
-97:19:38.19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-35 S.B. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15128 Vault Link
http://plansrv1/bridgemaintvault/b15128 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.39102222 Longitude DD
-97.327275 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15507 x
-10834422.6932969 y
4354559.67983005 |
|||||||||||||||||||||||||||||||||||||
| 15127 | 5233 1600EX | 15127 | Noble | I-35 N.B. | E0430 UNDER | 5233 1600EX | 30ft.-45ft.-45ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS | 1960 | 36.39102222 | -97.32690833 | 151.903 | 42.999 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15506 BRKEY
15127 NBI No.
15127 On Under
1 Structure No.
5233 1600EX Control No.
033 Lane Ind.
E Milepoint
16000 Facility Carried
I-35 N.B. Feature Intersected
E0430 UNDER Division
04 County
103 Location
0.6 MI S JCT US 412 Sufficiency
94.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
23.399 Underclearance Left
5.02 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
151.903 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1702 Min Measured Clearance
1600 NBI Rating
15127 ODOT County
52 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
3 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
30ft.-45ft.-45ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1600EX H Index
78.0463 Latitude
36:23:27.68 Longitude
-97:19:36.87 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-35 N.B. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15127 Vault Link
http://plansrv1/bridgemaintvault/b15127 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.39102222 Longitude DD
-97.32690833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15506 x
-10834381.8757792 y
4354559.67983005 |
|||||||||||||||||||||||||||||||||||||
| 15126 | 6606R1465 X | 15126 | Rogers | U.S. 169 | N. FORK TALALA CREEK | 6606 1465 X | 47ft.-60ft.-47ft. I-BM. SPANS | 1960 | 36.56321111 | -95.68400556 | 158.136 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.9 | Poor (4) | Satisfactory (6) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
15505 BRKEY
15126 NBI No.
15126 On Under
1 Structure No.
6606R1465 X Control No.
006 Lane Ind.
Milepoint
14650 Facility Carried
U.S. 169 Feature Intersected
N. FORK TALALA CREEK Division
08 County
131 Location
2.7 MI S NOWATA C/L Sufficiency
47.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1960 ADT Total
6100 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.963 Span Type Main
M Material
3 - Steel Design
02 Length
158.136 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.454 HS Inv. Rating Method
1 HS Inv. Method
41.116 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2029 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15126 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.-60ft.-47ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6606 1465 X H Index
60.6059 Latitude
36:33:47.56 Longitude
-95:41:02.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15126 Vault Link
http://plansrv1/bridgemaintvault/b15126 GIS FO/SD
SD H Inv. Method
31.085 Latitude DD
36.56321111 Longitude DD
-95.68400556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15505 x
-10651494.776 y
4378397.67142436 |
|||||||||||||||||||||||||||||||||||||
| 15319 | 0905 1222SX | 15319 | Canadian | COURTNEY RD. | I-40 EB UNDER | 0905 1222SX | 34ft.-44ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.52834167 | -98.096475 | 109.908 | 28.999 | — | 3 | 2 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | Fair (5) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15498 BRKEY
15319 NBI No.
15319 On Under
1 Structure No.
0905 1222SX Control No.
Lane Ind.
Milepoint
Facility Carried
COURTNEY RD. Feature Intersected
I-40 EB UNDER Division
04 County
017 Location
12.2 MI. E. CADDO CO Sufficiency
69.6 Kind Hwy
4 Level Service
1 Route No.
N2750 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
200 ADT Year
2022 Design Load
H 15 Skew
2 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.3 Underclearance Left
4.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109.908 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
320 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1511 Min Measured Clearance
1508 NBI Rating
15319 ODOT County
09 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
2.5 Rt. Curb SW
2.5 Description
34ft.-44ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1222SX H Index
87.9331 Latitude
35:31:42.03 Longitude
-98:05:47.31 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
COURTNEY ROAD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15319 Vault Link
http://plansrv1/bridgemaintvault/b15319 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.52834167 Longitude DD
-98.096475 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15498 x
-10920049.6456151 y
4235914.49356865 |
|||||||||||||||||||||||||||||||||||||
| 15318 | 0905 1222NX | 15318 | Canadian | COURTNEY RD. | I-40 WB UNDER | 0905 1222NX | 34ft.-44ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1961 | 35.52966667 | -98.096475 | 109.908 | 28.999 | — | 3 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.6 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15497 BRKEY
15318 NBI No.
15318 On Under
1 Structure No.
0905 1222NX Control No.
Lane Ind.
Milepoint
Facility Carried
COURTNEY RD. Feature Intersected
I-40 WB UNDER Division
04 County
017 Location
12.2 MI. E. CADDO CO Sufficiency
67.6 Kind Hwy
4 Level Service
1 Route No.
N2750 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
200 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109.908 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
40 HS Inv. Rating Method
2 HS Inv. Method
18.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
320 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
1601 Min Measured Clearance
1601 NBI Rating
15318 ODOT County
09 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
2.5 Rt. Curb SW
2.5 Description
34ft.-44ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1222NX H Index
92.0004 Latitude
35:31:46.8 Longitude
-98:05:47.31 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
COURTNEY ROAD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15318 Vault Link
http://plansrv1/bridgemaintvault/b15318 GIS FO/SD
FO H Inv. Method
14.9 Latitude DD
35.52966667 Longitude DD
-98.096475 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15497 x
-10920049.6456151 y
4236095.73519729 |
|||||||||||||||||||||||||||||||||||||
| 15317 | 5568R1625SX | 15317 | Oklahoma | I-40 EB | PEEBLY ROAD UNDER | 5568 1595SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAIL | 1961 | 35.384297 | -97.213047 | 102.001 | 31 | — | 3 | 0 | 2 | 27 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23050 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15496 BRKEY
15317 NBI No.
15317 On Under
1 Structure No.
5568R1625SX Control No.
068 Lane Ind.
S Milepoint
16250 Facility Carried
I-40 EB Feature Intersected
PEEBLY ROAD UNDER Division
04 County
109 Location
4.3 MI E OF JCT I240 Sufficiency
64.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
23050 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27 Ref. Underclearance Rt.
H Underclearance Right
7.201 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
31 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.785 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36880 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1708 Min Measured Clearance
1707 NBI Rating
15317 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0.098 Rt. Curb SW
0.098 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAIL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1595SX H Index
82.835 Latitude
35:23:03.47 Longitude
-97:12:46.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15317 Vault Link
http://plansrv1/bridgemaintvault/b15317 GIS FO/SD
FO H Inv. Method
22.267 Latitude DD
35.384297 Longitude DD
-97.213047 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15496 x
-10821706.8905026 y
4216228.98565091 |
|||||||||||||||||||||||||||||||||||||
| 15316 | 5568R1625NX | 15316 | Oklahoma | I-40 WB | PEEBLY ROAD UNDER | 5568 1595NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAILS | 1961 | 35.384594 | -97.213044 | 102.001 | 31 | — | 3 | 0 | 2 | 27 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.4 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22750 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15495 BRKEY
15316 NBI No.
15316 On Under
1 Structure No.
5568R1625NX Control No.
068 Lane Ind.
N Milepoint
16250 Facility Carried
I-40 WB Feature Intersected
PEEBLY ROAD UNDER Division
04 County
109 Location
4.3 MI E OF JCT I240 Sufficiency
64.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
22750 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27 Ref. Underclearance Rt.
H Underclearance Right
7.198 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.785 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36400 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1608 Min Measured Clearance
1606 NBI Rating
15316 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0.098 Rt. Curb SW
0.098 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1595NX H Index
82.9307 Latitude
35:23:04.54 Longitude
-97:12:46.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15316 Vault Link
http://plansrv1/bridgemaintvault/b15316 GIS FO/SD
FO H Inv. Method
22.267 Latitude DD
35.384594 Longitude DD
-97.213044 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15495 x
-10821706.5565441 y
4216269.53820327 |
|||||||||||||||||||||||||||||||||||||
| 15315 | 0905 0823SX | 15315 | Canadian | I-40 EB | COLEMAN CHAPEL RD. UNDER | 0905 0823SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1961 | 35.529875 | -98.16710556 | 101.499 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15494 BRKEY
15315 NBI No.
15315 On Under
1 Structure No.
0905 0823SX Control No.
005 Lane Ind.
S Milepoint
08230 Facility Carried
I-40 EB Feature Intersected
COLEMAN CHAPEL RD. UNDER Division
04 County
017 Location
8.2 MI. E. CADDO CL Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.5 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
13050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.699 Underclearance Left
7.7 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.499 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 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
20880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1305 Max Measured Clearance
1310 Min Measured Clearance
1310 NBI Rating
15315 ODOT County
09 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0823SX H Index
93.894 Latitude
35:31:47.55 Longitude
-98:10:01.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 E.B. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15315 Vault Link
http://plansrv1/bridgemaintvault/b15315 GIS FO/SD
FO H Inv. Method
30 Latitude DD
35.529875 Longitude DD
-98.16710556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15494 x
-10927912.2035887 y
4236124.23212504 |
|||||||||||||||||||||||||||||||||||||
| 15213 | 4826R0001 X | 15213 | Marshall | S.H. 99 / U.S. 377 | LAKE TEXOMA (RED RIVER) | 4826 0001 X | 4-90ft.,165ft.,23-200ft.,165ft., 130ft. | 1960 | 33.877111 | -96.834039 | 5425.853 | 36.001 | — | 26 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.4 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15488 BRKEY
15213 NBI No.
15213 On Under
1 Structure No.
4826R0001 X Control No.
026 Lane Ind.
Milepoint
00010 Facility Carried
S.H. 99 / U.S. 377 Feature Intersected
LAKE TEXOMA (RED RIVER) Division
02 County
095 Location
TEX. OKLA. STATE LINE Sufficiency
61.4 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
2800 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
26 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
5425.853 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2040 Bypass Detour
57.787521 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
15213 ODOT County
48 Nav. Control
1 Nav. HC
149.934 Lft. Br. Nav. Cl.
0 Nav. VC
27.887 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
4-90ft.,165ft.,23-200ft.,165ft., 130ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4826 0001 X H Index
81.053 Latitude
33:52:37.6 Longitude
-96:50:02.54 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 / U.S. 377 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30 NBI Text
15213 Vault Link
http://plansrv1/bridgemaintvault/b15213 GIS FO/SD
SD H Inv. Method
21 Latitude DD
33.877111 Longitude DD
-96.834039 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15488 x
-10779515.912936 y
4012312.94772647 |
|||||||||||||||||||||||||||||||||||||
| 15125 | 3625R1241WX | 15125 | Kay | I-35 | ABANDONED R.R. UNDER | 3625 1241WX | 3-50ft. I-BM. SPANS SK.60 DEG. RF W/ PARAPET RAILS | 1960 | 36.77360556 | -97.34614167 | 151.903 | 41.001 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.8 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15487 BRKEY
15125 NBI No.
15125 On Under
1 Structure No.
3625R1241WX Control No.
025 Lane Ind.
W Milepoint
12410 Facility Carried
I-35 Feature Intersected
ABANDONED R.R. UNDER Division
04 County
071 Location
12.4 MI N NOBLE C/L Sufficiency
43.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8800 ADT Year
2014 Design Load
HS 20 Skew
30 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
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 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.
3 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.146 HS Inv. Rating Method
1 HS Inv. Method
47.399 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15125 ODOT County
36 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
3-50ft. I-BM. SPANS SK.60 DEG. RF W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1241WX H Index
61.2341 Latitude
36:46:24.98 Longitude
-97:20:46.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 S.B. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15125 Vault Link
http://plansrv1/bridgemaintvault/b15125 GIS FO/SD
SD H Inv. Method
36.597 Latitude DD
36.77360556 Longitude DD
-97.34614167 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15487 x
-10836522.9213943 y
4407597.12737758 |
|||||||||||||||||||||||||||||||||||||
| 15124 | 3625R1241EX | 15124 | Kay | I-35 | ABANDONED R.R. UNDER | 3625 1241EX | 3-50ft. I-BM. SPANS SK.60 DEG. W/ SLOPED FACE PARAPETS | 1960 | 36.77376944 | -97.34577222 | 151.903 | 41.001 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 35.7 | Critical (2) | Poor (4) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15486 BRKEY
15124 NBI No.
15124 On Under
1 Structure No.
3625R1241EX Control No.
025 Lane Ind.
E Milepoint
12410 Facility Carried
I-35 Feature Intersected
ABANDONED R.R. UNDER Division
04 County
071 Location
12.4 MI N NOBLE C/L Sufficiency
35.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8800 ADT Year
2014 Design Load
HS 20 Skew
30 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
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
41.001 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
2 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.146 HS Inv. Rating Method
1 HS Inv. Method
47.399 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15124 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS SK.60 DEG. W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1241EX H Index
60.7187 Latitude
36:46:25.57 Longitude
-97:20:44.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 N.B. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15124 Vault Link
http://plansrv1/bridgemaintvault/b15124 GIS FO/SD
SD H Inv. Method
36.597 Latitude DD
36.77376944 Longitude DD
-97.34577222 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15486 x
-10836481.7944084 y
4407619.90252464 |
|||||||||||||||||||||||||||||||||||||
| 15123 | 5568R0226SX | 15123 | Oklahoma | I-40 EB | CRUTCHO CREEK | 5568 0226SX | 3-50ft. I-BM. SPANS SK. 60 DEG. | 1960 | 35.451336 | -97.435047 | 152.001 | 53.799 | — | 3 | 30 | 4 | 49.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.3 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 39000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15485 BRKEY
15123 NBI No.
15123 On Under
1 Structure No.
5568R0226SX Control No.
068 Lane Ind.
S Milepoint
02260 Facility Carried
I-40 EB Feature Intersected
CRUTCHO CREEK Division
04 County
109 Location
2.3 MI E OF JCT I35 Sufficiency
48.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
49.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
39000 ADT Year
2020 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
49.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
53.799 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
4 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.028 HS Inv. Rating Method
1 HS Inv. Method
47.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
62400 Future ADT Year
2040 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15123 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0226SX H Index
72.8569 Latitude
35:27:04.81 Longitude
-97:26:06.17 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15123 Vault Link
http://plansrv1/bridgemaintvault/b15123 GIS FO/SD
FOSD H Inv. Method
37.038 Latitude DD
35.451336 Longitude DD
-97.435047 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15485 x
-10846419.8174587 y
4225386.32039286 |
|||||||||||||||||||||||||||||||||||||
| 15122 | 5568R0226NX | 15122 | Oklahoma | I-40 WB | CRUTCHO CREEK | 5568 0226NX | 3-50ft. I-BM. SPANS SK. 60 DEG. | 1960 | 35.451678 | -97.435022 | 152.001 | 53.799 | — | 3 | 30 | 4 | 49.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.4 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35000 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
15484 BRKEY
15122 NBI No.
15122 On Under
1 Structure No.
5568R0226NX Control No.
068 Lane Ind.
N Milepoint
02260 Facility Carried
I-40 WB Feature Intersected
CRUTCHO CREEK Division
04 County
109 Location
2.3 MI E OF JCT I35 Sufficiency
50.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
49.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
35000 ADT Year
2019 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
49.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
53.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.028 HS Inv. Rating Method
1 HS Inv. Method
47.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
56000 Future ADT Year
2039 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15122 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0226NX H Index
81.6899 Latitude
35:27:06.04 Longitude
-97:26:06.08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15122 Vault Link
http://plansrv1/bridgemaintvault/b15122 GIS FO/SD
FOSD H Inv. Method
37.038 Latitude DD
35.451678 Longitude DD
-97.435022 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15484 x
-10846417.0344714 y
4225433.05615541 |
|||||||||||||||||||||||||||||||||||||
| 15121 | 3520 0218 X | 15121 | Johnston | S.H. 48 | DELAWARE CREEK | 3520 0218 X | 3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1960 | 34.40669444 | -96.42448611 | 150.919 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.4 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15483 BRKEY
15121 NBI No.
15121 On Under
1 Structure No.
3520 0218 X Control No.
020 Lane Ind.
Milepoint
02180 Facility Carried
S.H. 48 Feature Intersected
DELAWARE CREEK Division
03 County
069 Location
2.2 MI N JCT SH7 Sufficiency
68.4 Kind Hwy
3 Level Service
1 Route No.
00048 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
1960 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.845582 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
15121 ODOT County
35 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
3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3520 0218 X H Index
79.7318 Latitude
34:24:24.1 Longitude
-96:25:28.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15121 Vault Link
http://plansrv1/bridgemaintvault/b15121 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.40669444 Longitude DD
-96.42448611 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15483 x
-10733924.6937683 y
4083542.76099149 |
|||||||||||||||||||||||||||||||||||||
| 15120 | 0513R0142WX | 15120 | Beckham | S.H. 6 | SADLER CREEK | 0513 0142WX | 3-50ft. I-BEAM SPANS, SK. 45 DEG. R.F. | 1960 | 35.239678 | -99.399786 | 152.887 | 31.001 | — | 3 | 45 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 950 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
15482 BRKEY
15120 NBI No.
15120 On Under
1 Structure No.
0513R0142WX Control No.
013 Lane Ind.
W Milepoint
01420 Facility Carried
S.H. 6 Feature Intersected
SADLER CREEK Division
05 County
009 Location
1.7 MI N JCT S.H. 55 Sufficiency
72.4 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1960 ADT Total
950 ADT Year
2017 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.7 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2037 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15120 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-50ft. I-BEAM SPANS, SK. 45 DEG. R.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0513 0142WX H Index
79.4797 Latitude
35:14:22.84 Longitude
-99:23:59.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15120 Vault Link
http://plansrv1/bridgemaintvault/b15120 GIS FO/SD
FO H Inv. Method
23.1 Latitude DD
35.239678 Longitude DD
-99.399786 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15482 x
-11065133.5624804 y
4196500.31765637 |
|||||||||||||||||||||||||||||||||||||
| 15314 | 0905 0823NX | 15314 | Canadian | I-40 WB | COLEMAN CHAPEL RD. UNDER | 0905 0823NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1961 | 35.53062222 | -98.16710833 | 101.499 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15475 BRKEY
15314 NBI No.
15314 On Under
1 Structure No.
0905 0823NX Control No.
005 Lane Ind.
N Milepoint
08230 Facility Carried
I-40 WB Feature Intersected
COLEMAN CHAPEL RD. UNDER Division
04 County
017 Location
8.2 MI. E. CADDO CL Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
13050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
3.501 Underclearance Left
8.799 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.499 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
20880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1305 Max Measured Clearance
1310 Min Measured Clearance
1308 NBI Rating
15314 ODOT County
09 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0823NX H Index
91.0041 Latitude
35:31:50.24 Longitude
-98:10:01.59 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 W.B. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15314 Vault Link
http://plansrv1/bridgemaintvault/b15314 GIS FO/SD
FO H Inv. Method
30 Latitude DD
35.53062222 Longitude DD
-98.16710833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15475 x
-10927912.5119437 y
4236226.44304591 |
|||||||||||||||||||||||||||||||||||||
| 15313 | 6340 0296NX | 15313 | Pottawatomie | I-40 WB | S.H. 102 UNDER | 6340 0296NX | 30ft.-40ft.-30ft. CONT. CO | 1961 | 35.38411667 | -97.08964444 | 102.034 | 41.01 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15474 BRKEY
15313 NBI No.
15313 On Under
1 Structure No.
6340 0296NX Control No.
040 Lane Ind.
N Milepoint
02960 Facility Carried
I-40 WB Feature Intersected
S.H. 102 UNDER Division
03 County
125 Location
3 MI E OK C/L Sufficiency
83.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
41.01 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
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15313 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0296NX H Index
76.2601 Latitude
35:23:02.82 Longitude
-97:05:22.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15313 Vault Link
http://plansrv1/bridgemaintvault/b15313 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
35.38411667 Longitude DD
-97.08964444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15474 x
-10807969.7803608 y
4216204.36336089 |
|||||||||||||||||||||||||||||||||||||
| 15312 | 6340 0296SX | 15312 | Pottawatomie | I-40 EB | S.H. 102 UNDER | 6340 0296SX | 30ft.-40ft.-30ft. CONT. CO | 1961 | 35.38381944 | -97.08964722 | 102.034 | 41.01 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15473 BRKEY
15312 NBI No.
15312 On Under
1 Structure No.
6340 0296SX Control No.
040 Lane Ind.
S Milepoint
02960 Facility Carried
I-40 EB Feature Intersected
S.H. 102 UNDER Division
03 County
125 Location
3 MI E OK C/L Sufficiency
83.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
41.01 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
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15312 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0296SX H Index
86.8932 Latitude
35:23:01.75 Longitude
-97:05:22.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15312 Vault Link
http://plansrv1/bridgemaintvault/b15312 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
35.38381944 Longitude DD
-97.08964722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15473 x
-10807970.089829 y
4216163.77964438 |
|||||||||||||||||||||||||||||||||||||
| 15311 | 6340 0399SX | 15311 | Pottawatomie | CO. RD. | I-40 UNDER | 6340 0399SX | 30ft.-42ft.-30ft. CONT. CO | 1961 | 35.38230556 | -97.07164444 | 104.003 | 22.966 | — | 3 | 0 | 2 | 20.013 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 48.5 | Poor (4) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15472 BRKEY
15311 NBI No.
15311 On Under
1 Structure No.
6340 0399SX Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
4 MI E OK C/L Sufficiency
48.5 Kind Hwy
5 Level Service
1 Route No.
N3330 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
19.685 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
500 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20.013 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
2.953 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20.013 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
104.003 Deck Width
22.966 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
26.015 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
192641 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
15311 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-42ft.-30ft. CONT. CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0399SX H Index
89.2712 Latitude
35:22:56.3 Longitude
-97:04:17.92 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15311 Vault Link
http://plansrv1/bridgemaintvault/b15311 GIS FO/SD
FO H Inv. Method
11.023 Latitude DD
35.38230556 Longitude DD
-97.07164444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15472 x
-10805966.0295265 y
4215957.07713424 |
|||||||||||||||||||||||||||||||||||||
| 15310 | 6340 0399NX | 15310 | Pottawatomie | CO. RD. | I-40 UNDER | 6340 0399NX | 30ft.-42ft.-30ft. CONT. CO | 1961 | 35.38320556 | -97.07137222 | 104.003 | 22.966 | — | 3 | 0 | 2 | 20.013 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 50 | Poor (4) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15471 BRKEY
15310 NBI No.
15310 On Under
1 Structure No.
6340 0399NX Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
4 MI E OK C/L Sufficiency
50 Kind Hwy
4 Level Service
1 Route No.
N3330 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
19.685 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20.013 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
2.953 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20.013 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
104.003 Deck Width
22.966 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
26.015 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
192641 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
15310 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-42ft.-30ft. CONT. CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0399NX H Index
91.8367 Latitude
35:22:59.54 Longitude
-97:04:16.94 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15310 Vault Link
http://plansrv1/bridgemaintvault/b15310 GIS FO/SD
FO H Inv. Method
11.023 Latitude DD
35.38320556 Longitude DD
-97.07137222 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15471 x
-10805935.7261347 y
4216079.96108233 |
|||||||||||||||||||||||||||||||||||||
| 15212 | 5568R0016SX | 15212 | Oklahoma | I-40 | RENO ST-R.R.-RIVER UNDER | 5568R0016SX | 16 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1960 | 35.46833333 | -97.46666667 | 1398.95 | 47.001 | — | 12 | 99 | 3 | 42.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15469 BRKEY
15212 NBI No.
15212 On Under
1 Structure No.
5568R0016SX Control No.
068 Lane Ind.
S Milepoint
00160 Facility Carried
I-40 Feature Intersected
RENO ST-R.R.-RIVER UNDER Division
04 County
109 Location
.3 MI SE OF JCT I35 Sufficiency
36 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
8 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
32500 ADT Year
1999 Design Load
HS 20 Skew
99 No. Main Spans
12 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1398.95 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
30000 Future ADT Year
2017 Bypass Detour
11.806053 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
15212 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
16 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568R0016SX H Index
100 Latitude
35:28:06 Longitude
-97:28:00 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15212 Vault Link
http://plansrv1/bridgemaintvault/b15212 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.46833333 Longitude DD
-97.46666667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15469 x
-10849939.7030221 y
4227709.3186699 |
|||||||||||||||||||||||||||||||||||||
| 15211 | 5568R0016NX | 15211 | Oklahoma | I-40 | RENO ST-R.R.-RIVER UNDER | 5568R0016NX | 14 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1960 | 35.46833333 | -97.46666667 | 1331.001 | 47.001 | — | 13 | 99 | 3 | 42.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17 | Serious (3) | Serious (3) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 38350 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
15468 BRKEY
15211 NBI No.
15211 On Under
1 Structure No.
5568R0016NX Control No.
068 Lane Ind.
N Milepoint
00160 Facility Carried
I-40 Feature Intersected
RENO ST-R.R.-RIVER UNDER Division
04 County
109 Location
.3 MI E OF JCT I35 Sufficiency
17 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
8 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
38350 ADT Year
2002 Design Load
HS 20 Skew
99 No. Main Spans
13 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1331.001 Deck Width
47.001 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
3 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
61360 Future ADT Year
2022 Bypass Detour
12 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
15211 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
14 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568R0016NX H Index
49.3295 Latitude
35:28:06 Longitude
-97:28:00 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15211 Vault Link
http://plansrv1/bridgemaintvault/b15211 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.46833333 Longitude DD
-97.46666667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15468 x
-10849939.7030221 y
4227709.3186699 |
|||||||||||||||||||||||||||||||||||||
| 15116 | 6340R0762SX | 15116 | Pottawatomie | I-40 | CO. RD. UNDER | 6340 0762SX | 43ft.-60ft.-43ft. I-BM. SP | 1960 | 35.38202222 | -97.00955 | 147.966 | 41.01 | — | 3 | 45 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17450 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
15461 BRKEY
15116 NBI No.
15116 On Under
1 Structure No.
6340R0762SX Control No.
040 Lane Ind.
S Milepoint
07620 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
7.6 MI E OK C/L Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
17450 ADT Year
2015 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
147.966 Deck Width
41.01 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
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.382 HS Inv. Rating Method
1 HS Inv. Method
46.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27920 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15116 ODOT County
63 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
4 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
43ft.-60ft.-43ft. I-BM. SP Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0762SX H Index
71.8474 Latitude
35:22:55.28 Longitude
-97:00:34.38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15116 Vault Link
http://plansrv1/bridgemaintvault/b15116 GIS FO/SD
SD H Inv. Method
33.731 Latitude DD
35.38202222 Longitude DD
-97.00955 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15461 x
-10799053.7080846 y
4215918.39082035 |
|||||||||||||||||||||||||||||||||||||
| 15115 | 6340R0762NX | 15115 | Pottawatomie | I-40 | CO. RD. UNDER | 6340 0762NX | 43ft.-60ft.-43ft. I-BM. SP | 1960 | 35.38225278 | -97.00998333 | 147.966 | 61.001 | — | 3 | 45 | 3 | 57.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Poor (4) | Poor (4) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16750 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
15460 BRKEY
15115 NBI No.
15115 On Under
1 Structure No.
6340R0762NX Control No.
040 Lane Ind.
N Milepoint
07620 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
7.6 MI E OK C/L Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
16750 ADT Year
2015 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
57.999 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
57.999 Span Type Main
M Material
3 - Steel Design
02 Length
147.966 Deck Width
61.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
6 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.382 HS Inv. Rating Method
1 HS Inv. Method
46.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26800 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15115 ODOT County
63 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
4 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
43ft.-60ft.-43ft. I-BM. SP Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0762NX H Index
67.1944 Latitude
35:22:56.11 Longitude
-97:00:35.94 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15115 Vault Link
http://plansrv1/bridgemaintvault/b15115 GIS FO/SD
SD H Inv. Method
33.731 Latitude DD
35.38225278 Longitude DD
-97.00998333 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15460 x
-10799101.9461596 y
4215949.87071592 |
|||||||||||||||||||||||||||||||||||||
| 15114 | 6323 0425EX | 15114 | Pottawatomie | U.S. 270 NB | U.S. 270 BUS. UNDER | 6323 0425EX | 30ft.-41ft.-41ft.-30ft. CONC | 1960 | 35.3436 | -96.945114 | 144.029 | 30.84 | — | 4 | 0 | 2 | 26.903 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Fair (5) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15459 BRKEY
15114 NBI No.
15114 On Under
1 Structure No.
6323 0425EX Control No.
023 Lane Ind.
E Milepoint
04250 Facility Carried
U.S. 270 NB Feature Intersected
U.S. 270 BUS. UNDER Division
03 County
125 Location
US 270; @ JCT US 270 BUS. Sufficiency
67.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1960 ADT Total
7700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
1.64 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
07 Length
144.029 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
24.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
YO2 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15114 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-41ft.-41ft.-30ft. CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0425EX H Index
76.7195 Latitude
35:20:36.96 Longitude
-96:56:42.41 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 270 NB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15114 Vault Link
http://plansrv1/bridgemaintvault/b15114 GIS FO/SD
FO H Inv. Method
19.8 Latitude DD
35.3436 Longitude DD
-96.945114 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15459 x
-10791880.7253759 y
4210673.60460949 |
|||||||||||||||||||||||||||||||||||||
| 15308 | 5568 1928 X | 15308 | Oklahoma | I-40 | CREEK | 5568 1898 X | (10.5ft.-3@12.5ft.-10.5ft.) X 10ft. X 134ft. R.C.BOX SK. 60 DEG. | 1961 | 35.38407778 | -97.15938056 | 73.999 | 0 | — | 5 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15452 BRKEY
15308 NBI No.
15308 On Under
1 Structure No.
5568 1928 X Control No.
068 Lane Ind.
Milepoint
19280 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
7.4 MI E OF JCT I240 Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
57.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
36100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
73.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
57760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15308 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
(10.5ft.-3@12.5ft.-10.5ft.) X 10ft. X 134ft. R.C.BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1898 X H Index
94.6471 Latitude
35:23:02.68 Longitude
-97:09:33.77 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15308 Vault Link
http://plansrv1/bridgemaintvault/b15308 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.38407778 Longitude DD
-97.15938056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15452 x
-10815732.7697291 y
4216199.05332065 |
|||||||||||||||||||||||||||||||||||||
| 15307 | 5818 0204 X | 15307 | Ottawa | U.S. 69 | CREEK | 5818 0204 X | (10.25ft.,4-12.5ft.,10.25ft.) X 7ft. X 44ft. R.C. BOX WITH HANDRAILS | 1961 | 36.97318333 | -94.83081111 | 76.115 | 0 | — | 6 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15451 BRKEY
15307 NBI No.
15307 On Under
1 Structure No.
5818 0204 X Control No.
018 Lane Ind.
Milepoint
02040 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
115 Location
2.1 MI N US 69A Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
1961 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
76.115 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3840 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15307 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,4-12.5ft.,10.25ft.) X 7ft. X 44ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5818 0204 X H Index
87.1983 Latitude
36:58:23.46 Longitude
-94:49:50.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15307 Vault Link
http://plansrv1/bridgemaintvault/b15307 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.97318333 Longitude DD
-94.83081111 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15451 x
-10556517.6042783 y
4435369.54815739 |
|||||||||||||||||||||||||||||||||||||
| 15303 | 6323 0723 X | 15303 | Pottawatomie | U.S. 270 | SQUIRREL CREEK | 6323 0723 X | (10.25ft., 3-12.5ft., 10 | 1961 | 35.300619 | -96.943628 | 63.976 | 76.001 | — | 5 | 0 | 4 | 76.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 11700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15447 BRKEY
15303 NBI No.
15303 On Under
1 Structure No.
6323 0723 X Control No.
023 Lane Ind.
Milepoint
07230 Facility Carried
U.S. 270 Feature Intersected
SQUIRREL CREEK Division
03 County
125 Location
4.9 MI S JCT SH 3 Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.801 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
11700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
76.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
76.001 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.4 HS Inv. Rating Method
3 HS Inv. Method
38.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18720 Future ADT Year
2042 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
15303 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft., 3-12.5ft., 10 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0723 X H Index
97.2545 Latitude
35:18:02.23 Longitude
-96:56:37.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15303 Vault Link
http://plansrv1/bridgemaintvault/b15303 GIS FO/SD
Meets Standards H Inv. Method
21.2 Latitude DD
35.300619 Longitude DD
-96.943628 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15447 x
-10791715.3046125 y
4204809.48158777 |
|||||||||||||||||||||||||||||||||||||
| 15207 | 3612 0665 X | 15207 | Kay | U.S. 77 | SALT FORK RIVER | 3612 0665 X | 1(4-100ft. CONT.) 5-60ft. I-BM. SPANS SK. 45 DEG. WITH TR-4 RAILS | 1960 | 36.66998889 | -97.30974444 | 704 | 34 | — | 4 | 45 | 2 | 32 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.2 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15446 BRKEY
15207 NBI No.
15207 On Under
1 Structure No.
3612 0665 X Control No.
012 Lane Ind.
Milepoint
06650 Facility Carried
U.S. 77 Feature Intersected
SALT FORK RIVER Division
04 County
071 Location
6.9 MI N NOBLE C/L Sufficiency
74.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 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
1960 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
4 Road Width
32 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
4 - Steel Continuous Design
02 Length
704 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15207 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1(4-100ft. CONT.) 5-60ft. I-BM. SPANS SK. 45 DEG. WITH TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3612 0665 X H Index
75.0889 Latitude
36:40:11.96 Longitude
-97:18:35.08 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
-1 NBI Text
15207 Vault Link
http://plansrv1/bridgemaintvault/b15207 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.66998889 Longitude DD
-97.30974444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15446 x
-10832471.2002844 y
4393206.77900436 |
|||||||||||||||||||||||||||||||||||||
| 15206 | 5312R0091 X | 15206 | Nowata | S.H. 28 | VERDIGRIS RIVER | 5312 0091 X | (105ft.-210ft.-105ft. CONT.)PLATE GIRDER & 2-80ft. I-BM. SPANS WITH 2-18ft. SAFETY CU | 1960 | 36.764269 | -95.613172 | 585.958 | 32.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
15445 BRKEY
15206 NBI No.
15206 On Under
1 Structure No.
5312R0091 X Control No.
012 Lane Ind.
Milepoint
00910 Facility Carried
S.H. 28 Feature Intersected
VERDIGRIS RIVER Division
08 County
105 Location
1.0 MI E JCT US 169 Sufficiency
71.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
960 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
585.958 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2039 Bypass Detour
13.048795 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
15206 ODOT County
53 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
1.499 Rt. Curb SW
1.499 Description
(105ft.-210ft.-105ft. CONT.)PLATE GIRDER & 2-80ft. I-BM. SPANS WITH 2-18ft. SAFETY CU Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5312 0091 X H Index
86.925 Latitude
36:45:51.37 Longitude
-95:36:47.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
15206 Vault Link
http://plansrv1/bridgemaintvault/b15206 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.764269 Longitude DD
-95.613172 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15445 x
-10643609.6201697 y
4406299.66366481 |
|||||||||||||||||||||||||||||||||||||
| 15205 | 2326 0080 X | 15205 | Ellis | S.H. 46 | WOLF CREEK | 2326 0080 X | 4-100 CNT 3-50ft. I BM | 1960 | 36.32578611 | -99.76046667 | 553.002 | 31.001 | — | 4 | 0 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15444 BRKEY
15205 NBI No.
15205 On Under
1 Structure No.
2326 0080 X Control No.
026 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 46 Feature Intersected
WOLF CREEK Division
06 County
045 Location
0.8 MI N SH15 Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
330 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
553.002 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
528 Future ADT Year
2042 Bypass Detour
43.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
15205 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.503 Rt. Curb SW
1.503 Description
4-100 CNT 3-50ft. I BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2326 0080 X H Index
69.3345 Latitude
36:19:32.83 Longitude
-99:45:37.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 46 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15205 Vault Link
http://plansrv1/bridgemaintvault/b15205 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.32578611 Longitude DD
-99.76046667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15444 x
-11105284.3510037 y
4345542.13189275 |
|||||||||||||||||||||||||||||||||||||
| 15204 | 2802R1701 X | 15204 | Greer | U.S. 283 | ELM FORK OF RED RIVER | 2802 1701 X | (4-100ft. CONT.) 2-50ft. I BEAM SPANS | 1960 | 34.925483 | -99.502281 | 502.953 | 31.001 | — | 4 | 0 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15443 BRKEY
15204 NBI No.
15204 On Under
1 Structure No.
2802R1701 X Control No.
002 Lane Ind.
Milepoint
17010 Facility Carried
U.S. 283 Feature Intersected
ELM FORK OF RED RIVER Division
05 County
055 Location
3.7 MI N JCT S.H. 34 Sufficiency
67.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 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
1960 ADT Total
1600 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
502.953 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.927 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2038 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15204 ODOT County
28 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
1.499 Rt. Curb SW
1.499 Description
(4-100ft. CONT.) 2-50ft. I BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2802 1701 X H Index
66.6729 Latitude
34:55:31.74 Longitude
-99:30:08.21 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
-1 NBI Text
15204 Vault Link
http://plansrv1/bridgemaintvault/b15204 GIS FO/SD
Meets Standards H Inv. Method
20.503 Latitude DD
34.925483 Longitude DD
-99.502281 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15443 x
-11076543.2536892 y
4153759.1867287 |
|||||||||||||||||||||||||||||||||||||
| 15113 | 6323 0425WX | 15113 | Pottawatomie | U.S. 270 SB | U.S. 270 BUS. UNDER | 6323 0425WX | 30ft.-41ft.-41ft.-30ft. CONC | 1960 | 35.343506 | -96.94535 | 144.029 | 41.01 | — | 4 | 0 | 2 | 36.089 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Fair (5) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15441 BRKEY
15113 NBI No.
15113 On Under
1 Structure No.
6323 0425WX Control No.
023 Lane Ind.
W Milepoint
04250 Facility Carried
U.S. 270 SB Feature Intersected
U.S. 270 BUS. UNDER Division
03 County
125 Location
US 270; @ JCT US 270 BUS. Sufficiency
85.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1960 ADT Total
7550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
36.089 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
1.64 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
07 Length
144.029 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
24.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15113 ODOT County
63 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
3 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-41ft.-41ft.-30ft. CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0425WX H Index
92.4833 Latitude
35:20:36.62 Longitude
-96:56:43.26 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 270 SB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15113 Vault Link
http://plansrv1/bridgemaintvault/b15113 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
35.343506 Longitude DD
-96.94535 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15441 x
-10791906.9967757 y
4210660.77629454 |
|||||||||||||||||||||||||||||||||||||
| 15112 | 5568R0302NX | 15112 | Oklahoma | I-40 WB | FAU 9481 (SOONER RD) UND | 5568 0302NX | 37ft.-71ft.-37ft. CONT. I-BM. SPANS SK. 56 DEG.07ft.40ft. | 1960 | 35.445589 | -97.423833 | 146.001 | 53.799 | — | 3 | 34 | 3 | 47.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.6 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35000 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
15440 BRKEY
15112 NBI No.
15112 On Under
1 Structure No.
5568R0302NX Control No.
068 Lane Ind.
N Milepoint
03020 Facility Carried
I-40 WB Feature Intersected
FAU 9481 (SOONER RD) UND Division
04 County
109 Location
3.1 MI E OF JCT I35 Sufficiency
60.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
35000 ADT Year
2019 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
47.001 Ref. Underclearance Rt.
H Underclearance Right
1.198 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
146.001 Deck Width
53.799 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
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
56000 Future ADT Year
2039 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1509 Min Measured Clearance
1506 NBI Rating
15112 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-71ft.-37ft. CONT. I-BM. SPANS SK. 56 DEG.07ft.40ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0302NX H Index
81.0774 Latitude
35:26:44.12 Longitude
-97:25:25.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15112 Vault Link
http://plansrv1/bridgemaintvault/b15112 GIS FO/SD
FOSD H Inv. Method
24 Latitude DD
35.445589 Longitude DD
-97.423833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15440 x
-10845171.4806889 y
4224600.99797643 |
|||||||||||||||||||||||||||||||||||||
| 15111 | 5568R0302SX | 15111 | Oklahoma | I-40 EB | FAU 9481 (SOONER RD) UND | 5568 0302SX | 37ft.-71ft.-37ft. CONT. I-BM. SPANS SK. 56 DEG.07ft.40ft. | 1960 | 35.445236 | -97.423833 | 146.001 | 53.799 | — | 3 | 34 | 2 | 29 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.2 | Poor (4) | Fair (5) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 39000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15439 BRKEY
15111 NBI No.
15111 On Under
1 Structure No.
5568R0302SX Control No.
068 Lane Ind.
S Milepoint
03020 Facility Carried
I-40 EB Feature Intersected
FAU 9481 (SOONER RD) UND Division
04 County
109 Location
3.1 MI E OF JCT I35 Sufficiency
42.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
39000 ADT Year
2020 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
29 Ref. Underclearance Rt.
H Underclearance Right
1.198 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
146.001 Deck Width
53.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
62400 Future ADT Year
2040 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1604 Min Measured Clearance
1509 NBI Rating
15111 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-71ft.-37ft. CONT. I-BM. SPANS SK. 56 DEG.07ft.40ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0302SX H Index
75.3283 Latitude
35:26:42.85 Longitude
-97:25:25.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15111 Vault Link
http://plansrv1/bridgemaintvault/b15111 GIS FO/SD
FOSD H Inv. Method
24 Latitude DD
35.445236 Longitude DD
-97.423833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15439 x
-10845171.4806889 y
4224552.76266976 |
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| 15110 | 1406R1204 X | 15110 | Cleveland | FAU 9389 | I-35 SB UNDER | 1406 1204 X | 40ft.-58ft.-40ft. CONC. SL | 1960 | 35.35847222 | -97.49669444 | 140.092 | 41.995 | — | 3 | 34 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
15438 BRKEY
15110 NBI No.
15110 On Under
1 Structure No.
1406R1204 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9389 Feature Intersected
I-35 SB UNDER Division
03 County
027 Location
JCT OLD US 77 Sufficiency
85 Kind Hwy
5 Level Service
1 Route No.
09389 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.745 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1960 ADT Total
5000 ADT Year
2005 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
9.843 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
140.092 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 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
8000 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15110 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-58ft.-40ft. CONC. SL Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1204 X H Index
78.1676 Latitude
35:21:30.5 Longitude
-97:29:48.1 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
FAU 9389 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15110 Vault Link
http://plansrv1/bridgemaintvault/b15110 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.35847222 Longitude DD
-97.49669444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15438 x
-10853282.3790882 y
4212703.42586131 |
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| 15302 | 2719 0142 X | 15302 | Grant | S.H. 132 | COLDWATER CREEK | 2719 0142 X | (13ft.-17ft.-17ft.-13ft.) X 13ft. X 34ft. R.C.BOX | 1961 | 36.613 | -98.01938611 | 62.963 | 36.001 | — | 4 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15430 BRKEY
15302 NBI No.
15302 On Under
1 Structure No.
2719 0142 X Control No.
019 Lane Ind.
Milepoint
01420 Facility Carried
S.H. 132 Feature Intersected
COLDWATER CREEK Division
04 County
053 Location
1.4 MI N GARFIELD CO Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1961 ADT Total
850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.963 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1360 Future ADT Year
2042 Bypass Detour
15.99996 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15302 ODOT County
27 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
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.) X 13ft. X 34ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2719 0142 X H Index
94.95 Latitude
36:36:46.8 Longitude
-98:01:09.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 132 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15302 Vault Link
http://plansrv1/bridgemaintvault/b15302 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.613 Longitude DD
-98.01938611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15430 x
-10911468.1496345 y
4385300.38612383 |
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| 15297 | 5704 1012 X | 15297 | Osage | U.S. 60 | BACONRIND CREEK | 5704 1012 X | (12ft.-14ft.-12ft.) X 10ft. X 80ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS | 1961 | 36.68069444 | -96.50868333 | 59.055 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15425 BRKEY
15297 NBI No.
15297 On Under
1 Structure No.
5704 1012 X Control No.
004 Lane Ind.
Milepoint
10120 Facility Carried
U.S. 60 Feature Intersected
BACONRIND CREEK Division
08 County
113 Location
10.1 MI. E. JCT. SH18 Sufficiency
92.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1961 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
59.055 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15297 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 10ft. X 80ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 1012 X H Index
95.2058 Latitude
36:40:50.5 Longitude
-96:30:31.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15297 Vault Link
http://plansrv1/bridgemaintvault/b15297 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.68069444 Longitude DD
-96.50868333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15425 x
-10743297.4854249 y
4394692.67387522 |