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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14959 | 1516 0300 X | 14959 | Coal | S.H. 48 | TELL CREEK | 1516 0300 X | (13ft.-17ft.-13ft.)X10ft.X32 | 1960 | 34.46178611 | -96.42457222 | 46.916 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14484 BRKEY
14959 NBI No.
14959 On Under
1 Structure No.
1516 0300 X Control No.
016 Lane Ind.
Milepoint
03000 Facility Carried
S.H. 48 Feature Intersected
TELL CREEK Division
03 County
029 Location
3.0 MI N JOHNSON CL Sufficiency
78.4 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2042 Bypass Detour
34.175415 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
14959 ODOT County
15 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
(13ft.-17ft.-13ft.)X10ft.X32 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1516 0300 X H Index
94.1962 Latitude
34:27:42.43 Longitude
-96:25:28.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14959 Vault Link
http://plansrv1/bridgemaintvault/b14959 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.46178611 Longitude DD
-96.42457222 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14484 x
-10733934.2794896 y
4090978.45160964 |
|||||||||||||||||||||||||||||||||||||
| 14869 | 0848 1186 X | 14869 | Caddo | I-40 | CREEK | 0848 1186 X | 3-10ft.X12ft.X390ft. RDY. R.C.B., SK. 16 DEG. L.F. | 1960 | 35.528794 | -98.414058 | 36.089 | 0 | — | 3 | 16 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14483 BRKEY
14869 NBI No.
14869 On Under
1 Structure No.
0848 1186 X Control No.
048 Lane Ind.
Milepoint
11860 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
015 Location
8.8 MI E JCT S.H. 58 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
49 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14869 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X390ft. RDY. R.C.B., SK. 16 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1186 X H Index
94.72 Latitude
35:31:43.66 Longitude
-98:24:50.61 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14869 Vault Link
http://plansrv1/bridgemaintvault/b14869 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.528794 Longitude DD
-98.414058 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14483 x
-10955402.8234597 y
4235976.36570456 |
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| 14868 | 0848 1108 X | 14868 | Caddo | I-40 | WHITE CANYON CREEK TRIB. | 0848 1108 X | 2-10ft.X12ft.X546ft. RDY. R.C.B., SK. 40 DEG. L.F. | 1960 | 35.528756 | -98.427981 | 30.84 | 0 | — | 2 | 40 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14482 BRKEY
14868 NBI No.
14868 On Under
1 Structure No.
0848 1108 X Control No.
048 Lane Ind.
Milepoint
11080 Facility Carried
I-40 Feature Intersected
WHITE CANYON CREEK TRIB. Division
05 County
015 Location
8.1 MI E JCT S.H. 58 Sufficiency
59 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
40 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
52 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14868 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X546ft. RDY. R.C.B., SK. 40 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1108 X H Index
89.41 Latitude
35:31:43.52 Longitude
-98:25:40.73 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14868 Vault Link
http://plansrv1/bridgemaintvault/b14868 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.528756 Longitude DD
-98.427981 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14482 x
-10956952.72473 y
4235971.16784628 |
|||||||||||||||||||||||||||||||||||||
| 14867 | 3836 0999 X | 14867 | Kiowa | S.H. 19 | CREEK | 3836 0999 X | 3-8ft. X 5ft. X 30ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1960 | 34.85598056 | -99.07269444 | 30.84 | 32.001 | — | 3 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14481 BRKEY
14867 NBI No.
14867 On Under
1 Structure No.
3836 0999 X Control No.
036 Lane Ind.
Milepoint
09990 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
3.0 MI W U.S. 183 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1960 ADT Total
310 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44.203 HS Inv. Rating Method
3 HS Inv. Method
34.172 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
496 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14867 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 5ft. X 30ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3836 0999 X H Index
93.2049 Latitude
34:51:21.53 Longitude
-99:04:21.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14867 Vault Link
http://plansrv1/bridgemaintvault/b14867 GIS FO/SD
Meets Standards H Inv. Method
19.18 Latitude DD
34.85598056 Longitude DD
-99.07269444 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14481 x
-11028721.8965784 y
4144326.66025918 |
|||||||||||||||||||||||||||||||||||||
| 14866 | 3836 0944 X | 14866 | Kiowa | S.H. 19 | CREEK | 3836 0944 X | 3-10ft. X 4ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1960 | 34.85599444 | -99.08226944 | 33.136 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14480 BRKEY
14866 NBI No.
14866 On Under
1 Structure No.
3836 0944 X Control No.
036 Lane Ind.
Milepoint
09440 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
3.5 MI W U.S. 183 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1960 ADT Total
310 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.502 HS Inv. Rating Method
1 HS Inv. Method
37.368 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
496 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14866 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3836 0944 X H Index
94.8392 Latitude
34:51:21.58 Longitude
-99:04:56.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14866 Vault Link
http://plansrv1/bridgemaintvault/b14866 GIS FO/SD
Meets Standards H Inv. Method
20.834 Latitude DD
34.85599444 Longitude DD
-99.08226944 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14480 x
-11029787.7807027 y
4144328.5431878 |
|||||||||||||||||||||||||||||||||||||
| 14865 | 4827 0928 X | 14865 | Marshall | U.S. 70 | CREEK | 4827 0928 X | (3) 10ft. X 8ft. X 117ft. RCB SK 30° | 1960 | 34.10014722 | -96.80545556 | 39.301 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14479 BRKEY
14865 NBI No.
14865 On Under
1 Structure No.
4827 0928 X Control No.
027 Lane Ind.
Milepoint
09280 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
095 Location
1.72 W JCT SH-199 Sufficiency
79.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
115 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
4700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14865 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 117ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4827 0928 X H Index
98.9589 Latitude
34:06:00.53 Longitude
-96:48:19.64 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
29 NBI Text
14865 Vault Link
http://plansrv1/bridgemaintvault/b14865 GIS FO/SD
Meets Standards H Inv. Method
55.9 Latitude DD
34.10014722 Longitude DD
-96.80545556 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14479 x
-10776334.0189501 y
4042257.29107181 |
|||||||||||||||||||||||||||||||||||||
| 14864 | 0716 0751 X | 14864 | Bryan | S.H. 91 | SANDY CREEK | 0716 0751 X | (3) 10ft. X 10ft. X 107ft. RCB | 1960 | 33.85305556 | -96.47726667 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14478 BRKEY
14864 NBI No.
14864 On Under
1 Structure No.
0716 0751 X Control No.
016 Lane Ind.
Milepoint
07510 Facility Carried
S.H. 91 Feature Intersected
SANDY CREEK Division
02 County
013 Location
7.51 N & E TX S/L Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00091 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
1960 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
18 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
86.09 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14864 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 107ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0716 0751 X H Index
98.9909 Latitude
33:51:11 Longitude
-96:28:38.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 91 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
070 NBI Text
14864 Vault Link
http://plansrv1/bridgemaintvault/b14864 GIS FO/SD
Meets Standards H Inv. Method
72.18 Latitude DD
33.85305556 Longitude DD
-96.47726667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14478 x
-10739800.1988313 y
4009088.0030274 |
|||||||||||||||||||||||||||||||||||||
| 14958 | 3520 0277 X | 14958 | Johnston | S.H. 48 | WALNUT CREEK | 3520 0277 X | (13ft.-17ft.-13ft.)X15ft.X48 | 1960 | 34.4154 | -96.424622 | 46.916 | 49.869 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14465 BRKEY
14958 NBI No.
14958 On Under
1 Structure No.
3520 0277 X Control No.
020 Lane Ind.
Milepoint
02770 Facility Carried
S.H. 48 Feature Intersected
WALNUT CREEK Division
03 County
069 Location
2.8 MI N JCT SH7 Sufficiency
89.3 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
49.869 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.8 HS Inv. Rating Method
1 HS Inv. Method
30.5 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
14958 ODOT County
35 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
(13ft.-17ft.-13ft.)X15ft.X48 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3520 0277 X H Index
93.71 Latitude
34:24:55.44 Longitude
-96:25:28.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14958 Vault Link
http://plansrv1/bridgemaintvault/b14958 GIS FO/SD
Meets Standards H Inv. Method
16.9 Latitude DD
34.4154 Longitude DD
-96.424622 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14465 x
-10733939.8209739 y
4084717.41936928 |
|||||||||||||||||||||||||||||||||||||
| 14957 | 1670R0277 X | 14957 | Comanche | S.H. 115 | JIMMY CREEK | 1670R0277 X | 40ft. I-BM. TIMBER SPAN | 1960 | 34.79706944 | -98.58426389 | 40.026 | 20 | — | 1 | 0 | 2 | 18.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Failed (0) | Serious (3) | Serious (3) | Imminent failure (1) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 230 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14464 BRKEY
14957 NBI No.
14957 On Under
1 Structure No.
1670R0277 X Control No.
070 Lane Ind.
Milepoint
02770 Facility Carried
S.H. 115 Feature Intersected
JIMMY CREEK Division
07 County
031 Location
1.2 MI N MEERS Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
18.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
230 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
18.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
40.026 Deck Width
20 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
3 Sub Rating
1 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
6.945 HS Inv. Rating Method
2 HS Inv. Method
6.945 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
150 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14957 ODOT County
16 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
40ft. I-BM. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1670R0277 X H Index
100 Latitude
34:47:49.45 Longitude
-98:35:03.35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 115 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
95-16 NBI Text
14957 Vault Link
http://plansrv1/bridgemaintvault/b14957 GIS FO/SD
SD H Inv. Method
1.984 Latitude DD
34.79706944 Longitude DD
-98.58426389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14464 x
-10974350.0564645 y
4136337.77367082 |
|||||||||||||||||||||||||||||||||||||
| 14956 | 4827 0271 X | 14956 | Marshall | U.S. 70 | LITTLE HAUANI CREEK | 4827 0271 X | (12ft. - 14ft. - 12ft.) X 10ft. X 91ft. RCB SK 30° | 1960 | 34.10036389 | -96.92065 | 48.501 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14463 BRKEY
14956 NBI No.
14956 On Under
1 Structure No.
4827 0271 X Control No.
027 Lane Ind.
Milepoint
02710 Facility Carried
U.S. 70 Feature Intersected
LITTLE HAUANI CREEK Division
02 County
095 Location
2.71 E CARTER C/L Sufficiency
88.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
89 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
4600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
24.233476 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
14956 ODOT County
48 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 91ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4827 0271 X H Index
98.4629 Latitude
34:06:01.31 Longitude
-96:55:14.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28 NBI Text
14956 Vault Link
http://plansrv1/bridgemaintvault/b14956 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.10036389 Longitude DD
-96.92065 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14463 x
-10789157.4053531 y
4042286.41898181 |
|||||||||||||||||||||||||||||||||||||
| 14955 | 1516 0226 X | 14955 | Coal | S.H. 48 | ELM CREEK | 1516 0226 X | (12ft.-14ft.-12ft.)X 11ft.X 32ft. RDY R.C.BOX SK.60 DEG. WITH HANDRAILS | 1960 | 34.45126944 | -96.424575 | 47.9 | 23.999 | — | 3 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14462 BRKEY
14955 NBI No.
14955 On Under
1 Structure No.
1516 0226 X Control No.
016 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 48 Feature Intersected
ELM CREEK Division
03 County
029 Location
2.2 MI N JOHNSON CL Sufficiency
78.4 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2042 Bypass Detour
34.175415 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
14955 ODOT County
15 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
(12ft.-14ft.-12ft.)X 11ft.X 32ft. RDY R.C.BOX SK.60 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1516 0226 X H Index
97.4174 Latitude
34:27:04.57 Longitude
-96:25:28.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14955 Vault Link
http://plansrv1/bridgemaintvault/b14955 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.45126944 Longitude DD
-96.424575 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14462 x
-10733934.5889578 y
4089558.64413204 |
|||||||||||||||||||||||||||||||||||||
| 14954 | 1718 0224 X | 14954 | Cotton | S.H. 5 A | CREEK | 1718 0224 X | 3-10ft.X 9ft.X 40ft. R.C, BOX SK. 45 DEG. WITH HANDRAILS | 1960 | 34.27527778 | -98.41333333 | 47.9 | 40 | — | 3 | 45 | 2 | 38.002 | 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) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14461 BRKEY
14954 NBI No.
14954 On Under
1 Structure No.
1718 0224 X Control No.
018 Lane Ind.
Milepoint
02240 Facility Carried
S.H. 5 A Feature Intersected
CREEK Division
07 County
033 Location
2.2 MI E JCT US 277 Sufficiency
96.5 Kind Hwy
3 Level Service
1 Route No.
0005A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
40 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
6 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
61.94 HS Inv. Rating Method
1 HS Inv. Method
37.15 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
19.883878 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
14954 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
3-10ft.X 9ft.X 40ft. R.C, BOX SK. 45 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1718 0224 X H Index
96.3892 Latitude
34:16:31 Longitude
-98:24:48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55 NBI Text
14954 Vault Link
http://plansrv1/bridgemaintvault/b14954 GIS FO/SD
Meets Standards H Inv. Method
20.62 Latitude DD
34.27527778 Longitude DD
-98.41333333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14461 x
-10955322.1535643 y
4065825.27157636 |
|||||||||||||||||||||||||||||||||||||
| 14953 | 5568 0192 X | 14953 | Oklahoma | I-40 | CREEK | 5568 0192 X | (12ft.-14ft.-12ft.)X 10ft.X 393ft. R.C.BOX SK.66 DEG.30ft. ON SOUTH END | 1960 | 35.45445278 | -97.44170278 | 47.001 | 0 | — | 3 | 99 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | 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 | 86200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14460 BRKEY
14953 NBI No.
14953 On Under
1 Structure No.
5568 0192 X Control No.
068 Lane Ind.
Milepoint
01920 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
2 MI SE OF JCT I40 Sufficiency
80 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
48.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
86200 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
10 Fill RCB
5 Appr. Roadway Width
156.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 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
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
137920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14953 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
(12ft.-14ft.-12ft.)X 10ft.X 393ft. R.C.BOX SK.66 DEG.30ft. ON SOUTH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0192 X H Index
98.4096 Latitude
35:27:16.03 Longitude
-97:26:30.13 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 MAINLINE & 2 FRONTAGE RDS Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14953 Vault Link
http://plansrv1/bridgemaintvault/b14953 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.45445278 Longitude DD
-97.44170278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14460 x
-10847160.7354991 y
4225812.24905229 |
|||||||||||||||||||||||||||||||||||||
| 14863 | 5317 0378 X | 14863 | Nowata | S.H. 28 | CREEK | 5317 0378 X | 3-10ft.X 9ft.X 88ft. R.C. BOX | 1960 | 36.64393889 | -95.48581111 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14459 BRKEY
14863 NBI No.
14863 On Under
1 Structure No.
5317 0378 X Control No.
017 Lane Ind.
Milepoint
03780 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
105 Location
3.8 MI S JCT US 60 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
680 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
27.961703 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
14863 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
3-10ft.X 9ft.X 88ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5317 0378 X H Index
100 Latitude
36:38:38.18 Longitude
-95:29:08.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14863 Vault Link
http://plansrv1/bridgemaintvault/b14863 GIS FO/SD
Meets Standards H Inv. Method
72.6 Latitude DD
36.64393889 Longitude DD
-95.48581111 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14459 x
-10629431.8707479 y
4389591.98852572 |
|||||||||||||||||||||||||||||||||||||
| 14862 | 6320 0070 X | 14862 | Pottawatomie | U.S. 177 | CATS CREEK | 6320 0070 X | 3-10ft.X12ft.X121ft. RC BO | 1960 | 34.97626389 | -96.92896944 | 38.058 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14458 BRKEY
14862 NBI No.
14862 On Under
1 Structure No.
6320 0070 X Control No.
020 Lane Ind.
Milepoint
00700 Facility Carried
U.S. 177 Feature Intersected
CATS CREEK Division
03 County
125 Location
0.7 MI N PONTOTOC C0 Sufficiency
99.2 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1960 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
16 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14862 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X121ft. RC BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6320 0070 X H Index
98.9169 Latitude
34:58:34.55 Longitude
-96:55:44.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14862 Vault Link
http://plansrv1/bridgemaintvault/b14862 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
34.97626389 Longitude DD
-96.92896944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14458 x
-10790083.5211776 y
4160655.96918705 |
|||||||||||||||||||||||||||||||||||||
| 14861 | 3520 0049 X | 14861 | Johnston | S.H. 48 | SANDY CREEK | 3520 0049 X | 3-10 ft. X 12 ft. X 113 ft. RDY R.C. BOX W/ 4 ft. CURTAIN WALLS. | 1960 | 34.38211111 | -96.42438611 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14457 BRKEY
14861 NBI No.
14861 On Under
1 Structure No.
3520 0049 X Control No.
020 Lane Ind.
Milepoint
00490 Facility Carried
S.H. 48 Feature Intersected
SANDY CREEK Division
03 County
069 Location
.6 MI N JCT SH7 Sufficiency
92.9 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
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
14861 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10 ft. X 12 ft. X 113 ft. RDY R.C. BOX W/ 4 ft. CURTAIN WALLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3520 0049 X H Index
99.34 Latitude
34:22:55.6 Longitude
-96:25:27.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14861 Vault Link
http://plansrv1/bridgemaintvault/b14861 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
34.38211111 Longitude DD
-96.42438611 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14457 x
-10733913.5618192 y
4080226.34355491 |
|||||||||||||||||||||||||||||||||||||
| 14860 | 5312 0030 X | 14860 | Nowata | S.H. 28 | CREEK | 5312 0030 X | 3-10ft. X 10ft. X 71ft. R. | 1960 | 36.76432222 | -95.62437222 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14456 BRKEY
14860 NBI No.
14860 On Under
1 Structure No.
5312 0030 X Control No.
012 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
105 Location
0.3 MI E JCT US 169 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00028 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
1960 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 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
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
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
13.048795 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
14860 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
3-10ft. X 10ft. X 71ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5312 0030 X H Index
96.9973 Latitude
36:45:51.56 Longitude
-95:37:27.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14860 Vault Link
http://plansrv1/bridgemaintvault/b14860 GIS FO/SD
Meets Standards H Inv. Method
57.8 Latitude DD
36.76432222 Longitude DD
-95.62437222 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14456 x
-10644856.4229568 y
4406307.05898375 |
|||||||||||||||||||||||||||||||||||||
| 14952 | 0513 0103 X | 14952 | Beckham | S.H. 6 | CREEK | 0513 0103 X | (12ft.-14ft.-12ft.)X5ft.X36ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1960 | 35.23402222 | -99.39977222 | 41.01 | 178.002 | — | 3 | 0 | 2 | 176.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14441 BRKEY
14952 NBI No.
14952 On Under
1 Structure No.
0513 0103 X Control No.
013 Lane Ind.
Milepoint
01030 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
1.3 MI N JCT S.H. 55 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1960 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
176.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
178.002 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
2720 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14952 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X5ft.X36ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0513 0103 X H Index
98.0003 Latitude
35:14:02.48 Longitude
-99:23:59.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14952 Vault Link
http://plansrv1/bridgemaintvault/b14952 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.23402222 Longitude DD
-99.39977222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14441 x
-11065132.0284978 y
4195729.48195998 |
|||||||||||||||||||||||||||||||||||||
| 14856 | 4076R0070 X | 14856 | Le Flore | S.H. 144 | LITTLE ROCK CREEK | 4076 0070 X | (2) 15ft. timber beam and I-beam with timber deck | 1960 | 34.52681944 | -94.92850833 | 30.84 | 16.401 | — | 2 | 0 | 1 | 16.401 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Wood or Timber (8) | Posted for load (P) | 20.1 | Critical (2) | Poor (4) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
14434 BRKEY
14856 NBI No.
14856 On Under
1 Structure No.
4076R0070 X Control No.
076 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 144 Feature Intersected
LITTLE ROCK CREEK Division
02 County
079 Location
0.7 MI S 0.5 E HONOBIA Sufficiency
20.1 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
16.401 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
190 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
16.401 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
8 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
30.84 Deck Width
16.401 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
12.015 HS Inv. Rating Method
2 HS Inv. Method
7.055 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
304 Future ADT Year
2027 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
12NANA Posted Speed Limit
20 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14856 ODOT County
40 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
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 15ft. timber beam and I-beam with timber deck Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4076 0070 X H Index
56.5602 Latitude
34:31:36.55 Longitude
-94:55:42.63 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
207 NBI Text
14856 Vault Link
http://plansrv1/bridgemaintvault/b14856 GIS FO/SD
SD H Inv. Method
7.055 Latitude DD
34.52681944 Longitude DD
-94.92850833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14434 x
-10567393.2090606 y
4099762.28029911 |
|||||||||||||||||||||||||||||||||||||
| 15030 | 2402 1068 X | 15030 | Garfield | U.S. 60 / U.S. 412 | CREEK | 2402 1068 X | (10.25ft., 3-12.5ft., 10.25ft.) X 11ft. X 82ft. R.C. BOX WITH PIPE HANDRAILS & 4ft CURTAIN WALLS | 1960 | 36.39064167 | -97.91177222 | 61.998 | 86.64 | — | 5 | 0 | 5 | 63.64 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 20800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14423 BRKEY
15030 NBI No.
15030 On Under
1 Structure No.
2402 1068 X Control No.
002 Lane Ind.
Milepoint
10680 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
10.6 MI E MAJOR C/L Sufficiency
79.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84.64 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1960 ADT Total
20800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
63.64 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
63.64 Span Type Main
M Material
1 - Concrete Design
19 Length
61.998 Deck Width
86.64 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
33280 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15030 ODOT County
24 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., 3-12.5ft., 10.25ft.) X 11ft. X 82ft. R.C. BOX WITH PIPE HANDRAILS & 4ft CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 1068 X H Index
81.577 Latitude
36:23:26.31 Longitude
-97:54:42.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 & 412 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15030 Vault Link
http://plansrv1/bridgemaintvault/b15030 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.39064167 Longitude DD
-97.91177222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14423 x
-10899488.6261974 y
4354507.05470621 |
|||||||||||||||||||||||||||||||||||||
| 15029 | 4802 0603 X | 15029 | Marshall | S.H. 199 | GLASSES CREEK | 4802 0603 X | (13ft. - 17ft. - 17ft. - 13ft.) X 12ft. X 124ft. RCB | 1960 | 34.10328333 | -96.77588611 | 65 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | 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 | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14422 BRKEY
15029 NBI No.
15029 On Under
1 Structure No.
4802 0603 X Control No.
002 Lane Ind.
Milepoint
06030 Facility Carried
S.H. 199 Feature Intersected
GLASSES CREEK Division
02 County
095 Location
6.03 SE JOHNSTON C/L Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
122 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
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
75 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
13760 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15029 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 17ft. - 13ft.) X 12ft. X 124ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4802 0603 X H Index
99.3513 Latitude
34:06:11.82 Longitude
-96:46:33.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03 NBI Text
15029 Vault Link
http://plansrv1/bridgemaintvault/b15029 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.10328333 Longitude DD
-96.77588611 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14422 x
-10773042.362833 y
4042678.89953459 |
|||||||||||||||||||||||||||||||||||||
| 15028 | 7125 0523 X | 15028 | Tillman | S.H. 54 | CREEK | 7125 0523 X | (10ft.,3-12ft.,10ft.)x10ft.x30ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1960 | 34.32311667 | -98.87124444 | 63.976 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | 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) | B | 170 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14421 BRKEY
15028 NBI No.
15028 On Under
1 Structure No.
7125 0523 X Control No.
025 Lane Ind.
Milepoint
05230 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
141 Location
5.2 MI N JCT U.S. 70 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1960 ADT Total
170 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.384 HS Inv. Rating Method
3 HS Inv. Method
38.14 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
272 Future ADT Year
2042 Bypass Detour
31.689931 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
15028 ODOT County
71 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
(10ft.,3-12ft.,10ft.)x10ft.x30ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7125 0523 X H Index
67.2975 Latitude
34:19:23.22 Longitude
-98:52:16.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15028 Vault Link
http://plansrv1/bridgemaintvault/b15028 GIS FO/SD
Meets Standards H Inv. Method
21.164 Latitude DD
34.32311667 Longitude DD
-98.87124444 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14421 x
-11006296.5851581 y
4072271.65975008 |
|||||||||||||||||||||||||||||||||||||
| 15027 | 2004 0411 X | 15027 | Custer | I-40 | BEAR CREEK | 2004 0411 X | 4-15ft.X15ft.X210ft. RDY. R.C.B. | 1960 | 35.51700833 | -98.84606389 | 64.961 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14420 BRKEY
15027 NBI No.
15027 On Under
1 Structure No.
2004 0411 X Control No.
004 Lane Ind.
Milepoint
04110 Facility Carried
I-40 Feature Intersected
BEAR CREEK Division
05 County
039 Location
3.7 MI E JCT I-40 BUS Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
18 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
68.52 HS Inv. Rating Method
1 HS Inv. Method
41.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15027 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X15ft.X210ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 0411 X H Index
90.71 Latitude
35:31:01.23 Longitude
-98:50:45.83 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15027 Vault Link
http://plansrv1/bridgemaintvault/b15027 GIS FO/SD
Meets Standards H Inv. Method
28.89 Latitude DD
35.51700833 Longitude DD
-98.84606389 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14420 x
-11003493.4991542 y
4234364.37205181 |
|||||||||||||||||||||||||||||||||||||
| 15026 | 4043 0208 X | 15026 | Le Flore | U.S. 259 | PIDGEON CREEK | 4043 0208 X | (12ft. - 14ft. - 12ft.) X 14ft. X 112ft. RCB SK 45° | 1960 | 34.53558611 | -94.68856944 | 60 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14419 BRKEY
15026 NBI No.
15026 On Under
1 Structure No.
4043 0208 X Control No.
043 Lane Ind.
Milepoint
02080 Facility Carried
U.S. 259 Feature Intersected
PIDGEON CREEK Division
02 County
079 Location
2.08 N MCCURTAIN C/L Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1000 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
20 Appr. Roadway Width
36 Span Type Main
M Material
1 - Concrete Design
19 Length
60 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
1600 Future ADT Year
2042 Bypass Detour
61 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
15026 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 14ft. X 112ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 0208 X H Index
97.03 Latitude
34:32:08.11 Longitude
-94:41:18.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
165 NBI Text
15026 Vault Link
http://plansrv1/bridgemaintvault/b15026 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.53558611 Longitude DD
-94.68856944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14419 x
-10540683.3340043 y
4100946.88868135 |
|||||||||||||||||||||||||||||||||||||
| 15025 | 2326 0066 X | 15025 | Ellis | S.H. 46 | CREEK | 2326 0066 X | (2X10.2,3X12.5)X32.5 | 1960 | 36.32391667 | -99.75917222 | 61.001 | 32.5 | — | 5 | 0 | 2 | 30.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | 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 | 330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14418 BRKEY
15025 NBI No.
15025 On Under
1 Structure No.
2326 0066 X Control No.
026 Lane Ind.
Milepoint
00660 Facility Carried
S.H. 46 Feature Intersected
CREEK Division
06 County
045 Location
0.6 MI N SH15 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.499 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
HS 20 Skew
0 No. Main Spans
5 Road Width
30.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
61.001 Deck Width
32.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
528 Future ADT Year
2042 Bypass Detour
43.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
15025 ODOT County
23 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
(2X10.2,3X12.5)X32.5 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2326 0066 X H Index
91.8428 Latitude
36:19:26.1 Longitude
-99:45:33.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 46 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15025 Vault Link
http://plansrv1/bridgemaintvault/b15025 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.32391667 Longitude DD
-99.75917222 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14418 x
-11105140.2534889 y
4345283.83167037 |
|||||||||||||||||||||||||||||||||||||
| 15045 | 3836 1212 X | 15045 | Kiowa | S.H. 19 | WEST OTTER CREEK | 3836 1212 X | (10 ft.,3-12ft., 10ft.)X 10ft. X 30ft. R.C.B., SK. 30 DEG. R.F. WITH HANDRAILS | 1960 | 34.85591944 | -99.03513333 | 74.147 | 32.001 | — | 5 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | 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 | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14396 BRKEY
15045 NBI No.
15045 On Under
1 Structure No.
3836 1212 X Control No.
036 Lane Ind.
Milepoint
12120 Facility Carried
S.H. 19 Feature Intersected
WEST OTTER CREEK Division
05 County
075 Location
0.5 MI W U.S. 183 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1960 ADT Total
310 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
74.147 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 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
496 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15045 ODOT County
38 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 ft.,3-12ft., 10ft.)X 10ft. X 30ft. R.C.B., SK. 30 DEG. R.F. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3836 1212 X H Index
86.3579 Latitude
34:51:21.31 Longitude
-99:02:06.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15045 Vault Link
http://plansrv1/bridgemaintvault/b15045 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.85591944 Longitude DD
-99.03513333 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14396 x
-11024540.6129395 y
4144318.36886547 |
|||||||||||||||||||||||||||||||||||||
| 14737 | 5233 2548 X | 14737 | Noble | I-35 | CREEK | 5233 2548 X | 2-10ft. X 10ft. X 148ft. R.C. BOX SK. 60 DEG. RF | 1960 | 36.52696944 | -97.34029167 | 24.301 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14334 BRKEY
14737 NBI No.
14737 On Under
1 Structure No.
5233 2548 X Control No.
033 Lane Ind.
Milepoint
25480 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
103 Location
0.6 MI S JCT SH 15 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
65.988 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
17100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
24.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
80.27 HS Inv. Rating Method
1 HS Inv. Method
48.06 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27360 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14737 ODOT County
52 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 10ft. X 148ft. R.C. BOX SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 2548 X H Index
86.3553 Latitude
36:31:37.09 Longitude
-97:20:25.05 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14737 Vault Link
http://plansrv1/bridgemaintvault/b14737 GIS FO/SD
Meets Standards H Inv. Method
26.7 Latitude DD
36.52696944 Longitude DD
-97.34029167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14334 x
-10835871.7023731 y
4373375.93613448 |
|||||||||||||||||||||||||||||||||||||
| 14736 | 5233 2102 X | 14736 | Noble | I-35 | CREEK | 5233 2122 X | 2-10ft. X 4ft. X 126ft. R.C.BOX | 1960 | 36.46407222 | -97.32678333 | 20.981 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14333 BRKEY
14736 NBI No.
14736 On Under
1 Structure No.
5233 2102 X Control No.
033 Lane Ind.
Milepoint
21020 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
103 Location
4.5 MI N JCT US 412 Sufficiency
69.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
71.998 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
17100 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
3 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
20.981 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.48 HS Inv. Rating Method
1 HS Inv. Method
34.48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27360 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14736 ODOT County
52 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 4ft. X 126ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 2122 X H Index
66.7338 Latitude
36:27:50.66 Longitude
-97:19:36.42 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14736 Vault Link
http://plansrv1/bridgemaintvault/b14736 GIS FO/SD
Meets Standards H Inv. Method
19.16 Latitude DD
36.46407222 Longitude DD
-97.32678333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14333 x
-10834367.9608429 y
4364666.32302096 |
|||||||||||||||||||||||||||||||||||||
| 14735 | 0848 1721 X | 14735 | Caddo | I-40 | CREEK | 0848 1721 X | 2-10ft.X12ft.X491ft. RDY. RCB, VAR. SKEW R.F. | 1960 | 35.525647 | -98.320006 | 28.871 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 20400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14332 BRKEY
14735 NBI No.
14735 On Under
1 Structure No.
0848 1721 X Control No.
048 Lane Ind.
Milepoint
17210 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
015 Location
1.8 MI E JCT U.S. 281 Sufficiency
70.2 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
20400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
63 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.99 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
32640 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14735 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X491ft. RDY. RCB, VAR. SKEW R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1721 X H Index
95.38 Latitude
35:31:32.33 Longitude
-98:19:12.02 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14735 Vault Link
http://plansrv1/bridgemaintvault/b14735 GIS FO/SD
Meets Standards H Inv. Method
99.96 Latitude DD
35.525647 Longitude DD
-98.320006 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14332 x
-10944933.0027116 y
4235545.90930672 |
|||||||||||||||||||||||||||||||||||||
| 14734 | 4826 1495NX | 14734 | Marshall | S.H. 99 | CREEK | 4826 1495NX | (2) 8ft. X 3ft. X 49ft. RCB SK 45° | 1960 | 34.07143611 | -96.79393889 | 26.9 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14331 BRKEY
14734 NBI No.
14734 On Under
1 Structure No.
4826 1495NX Control No.
026 Lane Ind.
N Milepoint
14950 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
02 County
095 Location
0.15 E JCT SH-99C Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47 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
1400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.2 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
0.1 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
14734 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 8ft. X 3ft. X 49ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4826 1495NX H Index
97.7085 Latitude
34:04:17.17 Longitude
-96:47:38.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24 NBI Text
14734 Vault Link
http://plansrv1/bridgemaintvault/b14734 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.07143611 Longitude DD
-96.79393889 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14331 x
-10775051.98911 y
4038398.18848138 |
|||||||||||||||||||||||||||||||||||||
| 14733 | 0848 1126 X | 14733 | Caddo | I-40 | CREEK | 0848 1126 X | 2-10ft.X12ft.X353ft. RDY. R.C.B. | 1960 | 35.528861 | -98.424697 | 23.95 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14330 BRKEY
14733 NBI No.
14733 On Under
1 Structure No.
0848 1126 X Control No.
048 Lane Ind.
Milepoint
11260 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
015 Location
8.3 MI E JCT S.H. 58 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
19000 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
45 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14733 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X353ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 1126 X H Index
93.4 Latitude
35:31:43.9 Longitude
-98:25:28.91 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14733 Vault Link
http://plansrv1/bridgemaintvault/b14733 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.528861 Longitude DD
-98.424697 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14330 x
-10956587.1515222 y
4235985.53035542 |
|||||||||||||||||||||||||||||||||||||
| 14732 | 2412 1095 X | 14732 | Garfield | U.S. 81 | CREEK | 2412 1095 X | 2-10ft. X 6ft. X 179ft. R.C.B. W/ 3ft. ADDITIONAL CURTAIN WALLS SK. 30 DEG. | 1980 | 36.32225833 | -97.88947222 | 25 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14329 BRKEY
14732 NBI No.
14732 On Under
1 Structure No.
2412 1095 X Control No.
012 Lane Ind.
Milepoint
10950 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
047 Location
4.8 MI S US 60 IN ENID Sufficiency
69.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1980 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.29 HS Inv. Rating Method
1 HS Inv. Method
35.57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14732 ODOT County
24 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 6ft. X 179ft. R.C.B. W/ 3ft. ADDITIONAL CURTAIN WALLS SK. 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2412 1095 X H Index
95.875 Latitude
36:19:20.13 Longitude
-97:53:22.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14732 Vault Link
http://plansrv1/bridgemaintvault/b14732 GIS FO/SD
Meets Standards H Inv. Method
19.76 Latitude DD
36.32225833 Longitude DD
-97.88947222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14329 x
-10897006.2015527 y
4345054.70428701 |
|||||||||||||||||||||||||||||||||||||
| 14730 | 0716 0722 X | 14730 | Bryan | S.H. 91 | CREEK | 0716 0722 X | (2) 10ft. X 8ft. X 63ft. RCB | 1960 | 33.85301389 | -96.48244167 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14309 BRKEY
14730 NBI No.
14730 On Under
1 Structure No.
0716 0722 X Control No.
016 Lane Ind.
Milepoint
07220 Facility Carried
S.H. 91 Feature Intersected
CREEK Division
02 County
013 Location
7.22 N & E TX S/L Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00091 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1960 ADT Total
2200 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
8 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14730 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 63ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0716 0722 X H Index
97.4616 Latitude
33:51:10.85 Longitude
-96:28:56.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 91 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
069 NBI Text
14730 Vault Link
http://plansrv1/bridgemaintvault/b14730 GIS FO/SD
Meets Standards H Inv. Method
70.4 Latitude DD
33.85301389 Longitude DD
-96.48244167 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14309 x
-10740376.2771961 y
4009082.41740996 |
|||||||||||||||||||||||||||||||||||||
| 14729 | 0848 0558 X | 14729 | Caddo | I-40 | DEER CREEK TRIB. | 0848 0558 X | 2-10ft.X10ft.X492ft. RDY. R.C.B., SK. 10 DEG. L.F. | 1960 | 35.529094 | -98.525406 | 23.95 | 0 | — | 2 | 10 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14308 BRKEY
14729 NBI No.
14729 On Under
1 Structure No.
0848 0558 X Control No.
048 Lane Ind.
Milepoint
05580 Facility Carried
I-40 Feature Intersected
DEER CREEK TRIB. Division
05 County
015 Location
2.6 MI E JCT S.H. 58 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
18900 ADT Year
2022 Design Load
HS 20 Skew
10 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
45 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30240 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14729 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X492ft. RDY. R.C.B., SK. 10 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0558 X H Index
96.37 Latitude
35:31:44.74 Longitude
-98:31:31.46 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14729 Vault Link
http://plansrv1/bridgemaintvault/b14729 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.529094 Longitude DD
-98.525406 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14308 x
-10967798.0261205 y
4236017.40151423 |
|||||||||||||||||||||||||||||||||||||
| 14728 | 5308 0357 X | 14728 | Nowata | U.S. 169 | CREEK | 5308 0357 X | 2-10ft. X 11ft. X 130ft. R.C. BOX WITH HANDRAILS | 1960 | 36.75233056 | -95.62955 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.2 | 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 | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14307 BRKEY
14728 NBI No.
14728 On Under
1 Structure No.
5308 0357 X Control No.
008 Lane Ind.
Milepoint
03570 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
105 Location
3.8 MI N JCT US 60 Sufficiency
72.2 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1960 ADT Total
5400 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
3 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.7 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
19.883878 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
14728 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 11ft. X 130ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 0357 X H Index
97.229 Latitude
36:45:08.39 Longitude
-95:37:46.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14728 Vault Link
http://plansrv1/bridgemaintvault/b14728 GIS FO/SD
Meets Standards H Inv. Method
23.9 Latitude DD
36.75233056 Longitude DD
-95.62955 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14307 x
-10645432.8107899 y
4404640.8573885 |
|||||||||||||||||||||||||||||||||||||
| 14727 | 0702 0168 X | 14727 | Bryan | U.S. 69 | CREEK | 0702 0168 X | (2) 10ft. X 8ft. X 308ft. RCB | 1960 | 33.84168889 | -96.51570556 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 29700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14306 BRKEY
14727 NBI No.
14727 On Under
1 Structure No.
0702 0168 X Control No.
002 Lane Ind.
Milepoint
01680 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
013 Location
1.68 N TX S/L Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1960 ADT Total
29700 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
31 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47520 Future ADT Year
2042 Bypass Detour
11.184681 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14727 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 308ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0702 0168 X H Index
98.9354 Latitude
33:50:30.08 Longitude
-96:30:56.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
14727 Vault Link
http://plansrv1/bridgemaintvault/b14727 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
33.84168889 Longitude DD
-96.51570556 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14306 x
-10744079.1964927 y
4007564.46902274 |
|||||||||||||||||||||||||||||||||||||
| 14726 | 4827 0163 X | 14726 | Marshall | U.S. 70 | CREEK | 4827 0163 X | (2) 10ft. X 12ft. X 138ft. RCB | 1960 | 34.10048611 | -96.93968889 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14305 BRKEY
14726 NBI No.
14726 On Under
1 Structure No.
4827 0163 X Control No.
027 Lane Ind.
Milepoint
01630 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
095 Location
1.63 E CARTER C/L Sufficiency
89.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1960 ADT Total
4600 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
10 Appr. Roadway Width
40 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
21.747992 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
14726 ODOT County
48 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 12ft. X 138ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4827 0163 X H Index
95.2856 Latitude
34:06:01.75 Longitude
-96:56:22.88 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
27 NBI Text
14726 Vault Link
http://plansrv1/bridgemaintvault/b14726 GIS FO/SD
Meets Standards H Inv. Method
81.3 Latitude DD
34.10048611 Longitude DD
-96.93968889 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14305 x
-10791276.8048932 y
4042302.84959191 |
|||||||||||||||||||||||||||||||||||||
| 13796 | 4002 0681 X | 13796 | Le Flore | U.S. 59 | WEST BRUSHY CREEK | 4002 0681 X | (12ft. - 14ft. - 12ft.) X 11ft. X 40ft. RCB SK 30° | 1957 | 34.72423056 | -94.56718889 | 48.501 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14299 BRKEY
13796 NBI No.
13796 On Under
1 Structure No.
4002 0681 X Control No.
002 Lane Ind.
Milepoint
06810 Facility Carried
U.S. 59 Feature Intersected
WEST BRUSHY CREEK Division
02 County
079 Location
1.61 E JCT US-259 Sufficiency
94.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
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
1957 ADT Total
870 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
1392 Future ADT Year
2042 Bypass Detour
41.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13796 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 11ft. X 40ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 0681 X H Index
83.4552 Latitude
34:43:27.23 Longitude
-94:34:01.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
13796 Vault Link
http://plansrv1/bridgemaintvault/b13796 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.72423056 Longitude DD
-94.56718889 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14299 x
-10527171.3129861 y
4126468.0430563 |
|||||||||||||||||||||||||||||||||||||
| 13609 | 4512 2810 X | 13609 | McCurtain | S.H. 3 | CREEK | 4512 2810 X | (3) 10ft. X 10ft. X 32ft. LONG RCB | 1956 | 33.73592778 | -94.48645278 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14292 BRKEY
13609 NBI No.
13609 On Under
1 Structure No.
4512 2810 X Control No.
012 Lane Ind.
Milepoint
28100 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
28.1 E JCT US-259 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
810 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.4 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 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
13609 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 2810 X H Index
85.8037 Latitude
33:44:09.34 Longitude
-94:29:11.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50A NBI Text
13609 Vault Link
http://plansrv1/bridgemaintvault/b13609 GIS FO/SD
Meets Standards H Inv. Method
22.2 Latitude DD
33.73592778 Longitude DD
-94.48645278 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14292 x
-10518183.8103323 y
3993398.45577976 |
|||||||||||||||||||||||||||||||||||||
| 13608 | 5716 1940 X | 13608 | Osage | S.H. 18 | CREEK | 5716 1984 X | 3-10ft. X 8ft. X 50ft. R.C. BOX SK. 60 DEG. | 1956 | 36.929219 | -96.652864 | 38.058 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14291 BRKEY
13608 NBI No.
13608 On Under
1 Structure No.
5716 1940 X Control No.
016 Lane Ind.
Milepoint
19400 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
08 County
113 Location
10.8 MI.N.JCT.SH 11 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1956 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 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.
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
86.4 HS Inv. Rating Method
1 HS Inv. Method
51.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
3.106856 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
13608 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
3-10ft. X 8ft. X 50ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5716 1984 X H Index
84.5421 Latitude
36:55:45.19 Longitude
-96:39:10.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13608 Vault Link
http://plansrv1/bridgemaintvault/b13608 GIS FO/SD
Meets Standards H Inv. Method
28.8 Latitude DD
36.929219 Longitude DD
-96.652864 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14291 x
-10759347.6041915 y
4429245.41546505 |
|||||||||||||||||||||||||||||||||||||
| 13607 | 3610 1183 X | 13607 | Kay | U.S. 77 | STRIKING CREEK | 3610 1183 X | 3-10ft. X 8ft. X 108ft. RCB & B.C. RAILS W/ APRON , 2.5ft. DROP WALL, 1.1ft. EAST ONLY | 1956 | 36.85021389 | -97.06716111 | 31.66 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14290 BRKEY
13607 NBI No.
13607 On Under
1 Structure No.
3610 1183 X Control No.
010 Lane Ind.
Milepoint
11830 Facility Carried
U.S. 77 Feature Intersected
STRIKING CREEK Division
04 County
071 Location
11.8 MI N JCT US 60 Sufficiency
82.3 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
31.66 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.
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
58.3 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
3.106856 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
13607 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
3-10ft. X 8ft. X 108ft. RCB & B.C. RAILS W/ APRON , 2.5ft. DROP WALL, 1.1ft. EAST ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 1183 X H Index
96.9701 Latitude
36:51:00.77 Longitude
-97:04:01.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13607 Vault Link
http://plansrv1/bridgemaintvault/b13607 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
36.85021389 Longitude DD
-97.06716111 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14290 x
-10805466.9475138 y
4418249.04942653 |
|||||||||||||||||||||||||||||||||||||
| 13606 | 3610 0945 X | 13606 | Kay | U.S. 77 | SPRING CREEK | 3610 0945 X | 3-10ft. X 9ft. X 124ft. R.C.BOX SK60 DEG. RF | 1956 | 36.81576667 | -97.06715833 | 36.749 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14289 BRKEY
13606 NBI No.
13606 On Under
1 Structure No.
3610 0945 X Control No.
010 Lane Ind.
Milepoint
09450 Facility Carried
U.S. 77 Feature Intersected
SPRING CREEK Division
04 County
071 Location
9.45 MI N JCT US 60 Sufficiency
82.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
36.749 Deck Width
0 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
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
3.106856 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
13606 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
3-10ft. X 9ft. X 124ft. R.C.BOX SK60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0945 X H Index
98.6345 Latitude
36:48:56.76 Longitude
-97:04:01.77 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
NBI Text
13606 Vault Link
http://plansrv1/bridgemaintvault/b13606 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
36.81576667 Longitude DD
-97.06715833 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14289 x
-10805466.6380457 y
4413458.05415001 |
|||||||||||||||||||||||||||||||||||||
| 13605 | 6102 0870 X | 13605 | Pittsburg | U.S. 69 | CREEK | 6102 0870 X | (3) 10ft. X 10ft. X 144ft. RCB | 1956 | 34.79251389 | -95.87426944 | 32.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14288 BRKEY
13605 NBI No.
13605 On Under
1 Structure No.
6102 0870 X Control No.
002 Lane Ind.
Milepoint
08700 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
121 Location
5.3 N JCT SH 63 Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
16900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
98.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27040 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13605 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 144ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0870 X H Index
96.4627 Latitude
34:47:33.05 Longitude
-95:52:27.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
007 NBI Text
13605 Vault Link
http://plansrv1/bridgemaintvault/b13605 GIS FO/SD
Meets Standards H Inv. Method
54.55 Latitude DD
34.79251389 Longitude DD
-95.87426944 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14288 x
-10672674.8542379 y
4135720.23733806 |
|||||||||||||||||||||||||||||||||||||
| 13604 | 3910 0776 X | 13604 | Latimer | S.H. 2 | CREEK | 3910 0776 X | (2) 10ft. X 9ft. X 75ft. RCB SK 45° | 1956 | 35.00343611 | -95.33290556 | 32.5 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 940 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14287 BRKEY
13604 NBI No.
13604 On Under
1 Structure No.
3910 0776 X Control No.
010 Lane Ind.
Milepoint
07760 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
7.76 N JCT US-270 Sufficiency
90 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
940 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.5 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100.1 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1504 Future ADT Year
2042 Bypass Detour
75.185914 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
13604 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 9ft. X 75ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3910 0776 X H Index
98.581 Latitude
35:00:12.37 Longitude
-95:19:58.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
033 NBI Text
13604 Vault Link
http://plansrv1/bridgemaintvault/b13604 GIS FO/SD
Meets Standards H Inv. Method
99.8 Latitude DD
35.00343611 Longitude DD
-95.33290556 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14287 x
-10612410.5027824 y
4164348.1074929 |
|||||||||||||||||||||||||||||||||||||
| 13897 | 7278R0938NX | 13897 | Tulsa | I-44 | MEMORIAL RD. UNDER | 7278R0938NX | 47ft.-94ft.-47ft. CONT. PLATE GIRDE SPANS SK. 49 DEG. 08ft. | 1957 | 36.16333333 | -95.80833333 | 188.976 | 41.299 | — | 3 | 41 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21810 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14286 BRKEY
13897 NBI No.
13897 On Under
1 Structure No.
7278R0938NX Control No.
078 Lane Ind.
N Milepoint
09380 Facility Carried
I-44 Feature Intersected
MEMORIAL RD. UNDER Division
08 County
143 Location
.7 MI E JCT SH 51 Sufficiency
89.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
21810 ADT Year
1999 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 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
27000 Future ADT Year
2017 Bypass Detour
6.213712 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
13897 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.-94ft.-47ft. CONT. PLATE GIRDE SPANS SK. 49 DEG. 08ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0938NX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13897 Vault Link
http://plansrv1/bridgemaintvault/b13897 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14286 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13896 | 7278R0805SX | 13896 | Tulsa | I-44 | SHERIDAN RD. UNDER | 7278R0805SX | 47ft.-94ft.-47ft. CONT. PL | 1957 | 36.16333333 | -95.80833333 | 188.976 | 41.299 | — | 3 | 41 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45540 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14285 BRKEY
13896 NBI No.
13896 On Under
1 Structure No.
7278R0805SX Control No.
078 Lane Ind.
S Milepoint
08050 Facility Carried
I-44 Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
6 MI E JCT US 75 Sufficiency
87.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
45540 ADT Year
1999 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 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
35500 Future ADT Year
2017 Bypass Detour
1.864114 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
13896 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.-94ft.-47ft. CONT. PL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0805SX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13896 Vault Link
http://plansrv1/bridgemaintvault/b13896 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14285 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13895 | 7278R0805NX | 13895 | Tulsa | I-44 | SHERIDAN RD. UNDER | 7278R0805NX | 47ft.-94ft.-47ft. CONT. PL | 1957 | 36.16333333 | -95.80833333 | 188.976 | 41.299 | — | 3 | 41 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45540 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14284 BRKEY
13895 NBI No.
13895 On Under
1 Structure No.
7278R0805NX Control No.
078 Lane Ind.
N Milepoint
08050 Facility Carried
I-44 Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
6 MI E JCT US 75 Sufficiency
87.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
45540 ADT Year
1999 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 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
35500 Future ADT Year
2017 Bypass Detour
1.864114 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
13895 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.-94ft.-47ft. CONT. PL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0805NX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13895 Vault Link
http://plansrv1/bridgemaintvault/b13895 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14284 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13894 | 5801T2360 X | 13894 | Ottawa | CO. RD. E0060 | WILL ROGERS TP I-44 UND | 5801T2360 X | 40ft.,2-49ft.,42ft. I-BM S | 1957 | 36.92968889 | -94.72731944 | 183.071 | 29.4 | — | 4 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14283 BRKEY
13894 NBI No.
13894 On Under
1 Structure No.
5801T2360 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0060 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
80.76 MI NE OF TP GATE Sufficiency
94.3 Kind Hwy
4 Level Service
1 Route No.
5808C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
29.4 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1601 Min Measured Clearance
1502 NBI Rating
13894 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-49ft.,42ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2360 X H Index
88.1017 Latitude
36:55:46.88 Longitude
-94:43:38.35 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0060 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
80.76 NBI Text
13894 Vault Link
http://plansrv1/bridgemaintvault/b13894 GIS FO/SD
FO H Inv. Method
24 Latitude DD
36.92968889 Longitude DD
-94.72731944 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14283 x
-10544996.9642726 y
4429310.85140802 |
|||||||||||||||||||||||||||||||||||||
| 13893 | 5801T2760 X | 13893 | Ottawa | CO. RD. E0040 | WILL ROGERS TP I-44 UND | 5801T2760 X | 40ft.,2-49ft.,40ft. I-BM S | 1957 | 36.95829167 | -94.66526389 | 180.118 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14282 BRKEY
13893 NBI No.
13893 On Under
1 Structure No.
5801T2760 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0040 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
84.79 MI NE OF TP GATE Sufficiency
85.1 Kind Hwy
4 Level Service
1 Route No.
5810C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1506 Min Measured Clearance
1506 NBI Rating
13893 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-49ft.,40ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2760 X H Index
94.7029 Latitude
36:57:29.85 Longitude
-94:39:54.95 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0040 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84.79 NBI Text
13893 Vault Link
http://plansrv1/bridgemaintvault/b13893 GIS FO/SD
FO H Inv. Method
25.9 Latitude DD
36.95829167 Longitude DD
-94.66526389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14282 x
-10538088.9720457 y
4433294.77734869 |
|||||||||||||||||||||||||||||||||||||
| 13892 | 5801R1670 X | 13892 | Ottawa | CO. RD. E0090 | WILL ROGERS TP I-44 UND | 5801T1670 X | 40ft.,2-52ft.,40ft. I-BM S | 1957 | 36.88555278 | -94.8387 | 187.008 | 21.699 | — | 4 | 35 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
14281 BRKEY
13892 NBI No.
13892 On Under
1 Structure No.
5801R1670 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0090 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
73.72 MI NE OF TP GATE Sufficiency
59.2 Kind Hwy
4 Level Service
1 Route No.
E0090 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2014 Design Load
H 15 Skew
35 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
187.008 Deck Width
21.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.99 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2034 Bypass Detour
8.077825 School Bus Rte.
A Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1509 Max Measured Clearance
1511 Min Measured Clearance
1510 NBI Rating
13892 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-52ft.,40ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1670 X H Index
87.858 Latitude
36:53:07.99 Longitude
-94:50:19.32 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0090 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73.72 NBI Text
13892 Vault Link
http://plansrv1/bridgemaintvault/b13892 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.88555278 Longitude DD
-94.8387 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14281 x
-10557395.791496 y
4423166.30399062 |