ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 13006 | 6904 0156 X | 13006 | Stephens | U.S. 81 | CLARIDY CREEK | 6904 0156 X | (12ft.-14ft.-12ft.)X 8ft.X 101ft. R.C. BOX SK. 45 DEG. WITH HANDRAILS | 1953 | 34.51502778 | -97.96676667 | 56.099 | 22.999 | — | 3 | 45 | 5 | 22.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 25800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13387 BRKEY
13006 NBI No.
13006 On Under
1 Structure No.
6904 0156 X Control No.
004 Lane Ind.
Milepoint
01560 Facility Carried
U.S. 81 Feature Intersected
CLARIDY CREEK Division
07 County
137 Location
1.6 MI N JCT SH-7 Sufficiency
66 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 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
1953 ADT Total
25800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
22.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
46.001 Span Type Main
M Material
1 - Concrete Design
19 Length
56.099 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41280 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13006 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 8ft.X 101ft. R.C. BOX SK. 45 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6904 0156 X H Index
99.2493 Latitude
34:30:54.1 Longitude
-97:58:00.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
8 NBI Text
13006 Vault Link
http://plansrv1/bridgemaintvault/b13006 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.51502778 Longitude DD
-97.96676667 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13387 x
-10905610.5803678 y
4098169.11261015 |
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| 13003 | 1937T3808 X | 13003 | Creek | TURNER TP (I-44) | NICKLE CREEK | 1937T3821 X | 3-17ft. X 10ft. X 97ft. RCB | 1953 | 36.062875 | -96.06941389 | 52.999 | 98.999 | — | 3 | 0 | 4 | 97.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 26300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13384 BRKEY
13003 NBI No.
13003 On Under
1 Structure No.
1937T3808 X Control No.
037 Lane Ind.
Milepoint
38080 Facility Carried
TURNER TP (I-44) Feature Intersected
NICKLE CREEK Division
08 County
037 Location
85.2 MI'S NE JCT I-35 Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
26300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
97.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
52.999 Deck Width
98.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
42080 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13003 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-17ft. X 10ft. X 97ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3821 X H Index
98.397 Latitude
36:03:46.35 Longitude
-96:04:09.89 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
85.21 NBI Text
13003 Vault Link
http://plansrv1/bridgemaintvault/b13003 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.062875 Longitude DD
-96.06941389 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13384 x
-10694398.235043 y
4309276.32753259 |
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| 13002 | 4040 2994 X | 13002 | Le Flore | S.H. 63 | CREEK | 4040 2994 X | (12ft. - 14ft. - 12ft.) X 9ft. X 30ft. RCB SK 30° | 1953 | 34.64141389 | -94.56313333 | 48.5 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13383 BRKEY
13002 NBI No.
13002 On Under
1 Structure No.
4040 2994 X Control No.
040 Lane Ind.
Milepoint
29940 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
4.98 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
1953 ADT Total
320 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
48.5 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.
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
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
512 Future ADT Year
2042 Bypass Detour
24.8 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
13002 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 9ft. X 30ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2994 X H Index
97.7613 Latitude
34:38:29.09 Longitude
-94:33:47.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
151 NBI Text
13002 Vault Link
http://plansrv1/bridgemaintvault/b13002 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.64141389 Longitude DD
-94.56313333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13383 x
-10526719.850112 y
4115256.8712998 |
|||||||||||||||||||||||||||||||||||||
| 13001 | 4134T2987 X | 13001 | Lincoln | TURNER TP (I-44) | LILLY CREEK | 4134T2987 X | 3-12ft. X 12ft. X 113ft. RCB, SK60LF | 1953 | 35.76538056 | -96.634375 | 37.999 | 115 | — | 3 | 30 | 4 | 112.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13382 BRKEY
13001 NBI No.
13001 On Under
1 Structure No.
4134T2987 X Control No.
034 Lane Ind.
Milepoint
29870 Facility Carried
TURNER TP (I-44) Feature Intersected
LILLY CREEK Division
03 County
081 Location
46.4 MI'S NE JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
112.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
115 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13001 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 12ft. X 113ft. RCB, SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2987 X H Index
93.2491 Latitude
35:45:55.37 Longitude
-96:38:03.75 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.17 NBI Text
13001 Vault Link
http://plansrv1/bridgemaintvault/b13001 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.76538056 Longitude DD
-96.634375 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13382 x
-10757289.4181262 y
4268385.93707152 |
|||||||||||||||||||||||||||||||||||||
| 12910 | 1937T3479 X | 12910 | Creek | TURNER TP (I-44) | CREEK | 1937T3486 X | 2-10ft. X 14ft. X 195ft. R.C.B. | 1953 | 36.020797 | -96.095761 | 23 | 197.001 | — | 2 | 0 | 7 | 195 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 26300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13381 BRKEY
12910 NBI No.
12910 On Under
1 Structure No.
1937T3479 X Control No.
037 Lane Ind.
Milepoint
34790 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
81.8 MI'S NE JCT I-35 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
26300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
195 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
7 Fill RCB
3 Appr. Roadway Width
120 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
197.001 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
42080 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12910 ODOT County
19 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 14ft. X 195ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3486 X H Index
99.67 Latitude
36:01:14.87 Longitude
-96:05:44.74 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
81.86 NBI Text
12910 Vault Link
http://plansrv1/bridgemaintvault/b12910 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.020797 Longitude DD
-96.095761 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13381 x
-10697331.1819121 y
4303483.38463297 |
|||||||||||||||||||||||||||||||||||||
| 12909 | 1937T3238 X | 12909 | Creek | TURNER TP (I-44) | CREEK | 1937T3253 X | 2ft. - 10ft. X 10ft. X 129ft. R.C.B. | 1953 | 36.006 | -96.132 | 23 | 251 | — | 2 | 0 | 2 | 26 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13380 BRKEY
12909 NBI No.
12909 On Under
1 Structure No.
1937T3238 X Control No.
037 Lane Ind.
Milepoint
32380 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
79.4 MI'S NE JCT I-35 Sufficiency
89.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
50 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
16 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
251 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
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
50080 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12909 ODOT County
19 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
2ft. - 10ft. X 10ft. X 129ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3253 X H Index
99.34 Latitude
36:00:20.11 Longitude
-96:07:56.43 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.43 NBI Text
12909 Vault Link
http://plansrv1/bridgemaintvault/b12909 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.006 Longitude DD
-96.132 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13380 x
-10701365.288939 y
4301446.99420128 |
|||||||||||||||||||||||||||||||||||||
| 12908 | 3826 2634 X | 12908 | Kiowa | S.H. 54 | CREEK | 3826 2634 X | 2-10ft. X 6ft. X 32ft. R.C.B. | 1953 | 35.01364722 | -98.86681667 | 21.982 | 34.003 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13379 BRKEY
12908 NBI No.
12908 On Under
1 Structure No.
3826 2634 X Control No.
026 Lane Ind.
Milepoint
26340 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
4.1 MI S S.H. 9 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1953 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
34.003 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
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.234 HS Inv. Rating Method
1 HS Inv. Method
32.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 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
12908 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
2-10ft. X 6ft. X 32ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 2634 X H Index
68.2124 Latitude
35:00:49.13 Longitude
-98:52:00.54 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
NBI Text
12908 Vault Link
http://plansrv1/bridgemaintvault/b12908 GIS FO/SD
Meets Standards H Inv. Method
18.078 Latitude DD
35.01364722 Longitude DD
-98.86681667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13379 x
-11005803.6880563 y
4165735.90144138 |
|||||||||||||||||||||||||||||||||||||
| 12907 | 4134T2345 X | 12907 | Lincoln | TURNER TP (I-44) | CREEK | 4134T2345 X | 2-12ft. | 1953 | 35.74307222 | -96.74405556 | 25 | 100 | — | 2 | 0 | 4 | 97.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13378 BRKEY
12907 NBI No.
12907 On Under
1 Structure No.
4134T2345 X Control No.
034 Lane Ind.
Milepoint
23450 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
03 County
081 Location
39.8 MI NE JCT I-35 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
97.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
100 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
36960 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
NN NBI Rating
12907 ODOT County
41 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
2-12ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2345 X H Index
99.67 Latitude
35:44:35.06 Longitude
-96:44:38.6 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39.75 NBI Text
12907 Vault Link
http://plansrv1/bridgemaintvault/b12907 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.74307222 Longitude DD
-96.74405556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13378 x
-10769499.0022154 y
4265325.85256523 |
|||||||||||||||||||||||||||||||||||||
| 12906 | 4134T1760 X | 12906 | Lincoln | TURNER TP (I-44) | CREEK | 4134T1760 X | 2-10ft. X 10ft. X 124ft. R.C.B. | 1953 | 35.72654722 | -96.84383611 | 23 | 126.001 | — | 2 | 0 | 4 | 123.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13377 BRKEY
12906 NBI No.
12906 On Under
1 Structure No.
4134T1760 X Control No.
034 Lane Ind.
Milepoint
17600 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
03 County
081 Location
33.9 MI'S NE JCT I-35 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
123.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
126.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
36960 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12906 ODOT County
41 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 10ft. X 124ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1760 X H Index
98.02 Latitude
35:43:35.57 Longitude
-96:50:37.81 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33.90 NBI Text
12906 Vault Link
http://plansrv1/bridgemaintvault/b12906 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.72654722 Longitude DD
-96.84383611 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13377 x
-10780606.5222324 y
4263059.63448212 |
|||||||||||||||||||||||||||||||||||||
| 12905 | 1937T1720 X | 12905 | Creek | TURNER TP (I-44) | CREEK | 1937T1720 X | 2-10ft. X10ft. X 142ft. RCB, SK 60 LF | 1953 | 35.87780833 | -96.34420278 | 24.199 | 143.999 | — | 2 | 30 | 4 | 142.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 25900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13376 BRKEY
12905 NBI No.
12905 On Under
1 Structure No.
1937T1720 X Control No.
037 Lane Ind.
Milepoint
17200 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
64.2 MI'S N E JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
25900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
142.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
143.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
41440 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12905 ODOT County
19 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. X10ft. X 142ft. RCB, SK 60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T1720 X H Index
99.67 Latitude
35:52:40.11 Longitude
-96:20:39.13 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64.20 NBI Text
12905 Vault Link
http://plansrv1/bridgemaintvault/b12905 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.87780833 Longitude DD
-96.34420278 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13376 x
-10724987.5943535 y
4283820.98635433 |
|||||||||||||||||||||||||||||||||||||
| 12814 | 7278R0060NX | 12814 | Tulsa | I-44 | 33 RD W.AVE. UNDER | 7278 0060NX | 33ft.,46ft.,33ft.CONC RGD | 1952 | 36.08905 | -96.029758 | 113.845 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23650 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13375 BRKEY
12814 NBI No.
12814 On Under
1 Structure No.
7278R0060NX Control No.
078 Lane Ind.
N Milepoint
00600 Facility Carried
I-44 Feature Intersected
33 RD W.AVE. UNDER Division
08 County
143 Location
.6 MI E JCT SH 66 Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 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
1952 ADT Total
23650 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
113.845 Deck Width
32.152 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37840 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1506 Min Measured Clearance
1504 NBI Rating
12814 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,46ft.,33ft.CONC RGD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0060NX H Index
86.7384 Latitude
36:05:20.58 Longitude
-96:01:47.13 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12814 Vault Link
http://plansrv1/bridgemaintvault/b12814 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.08905 Longitude DD
-96.029758 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13375 x
-10689983.7615613 y
4312881.44301516 |
|||||||||||||||||||||||||||||||||||||
| 12812 | 1904R2138 X | 12812 | Creek | S.H. 66 | ROCK CREEK O'FLOW | 1904 2138 X | 4-25ft. CONC SLAB | 1952 | 35.995 | -96.13166667 | 100.066 | 30.84 | — | 4 | 0 | 2 | 27.887 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10000 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
13373 BRKEY
12812 NBI No.
12812 On Under
1 Structure No.
1904R2138 X Control No.
004 Lane Ind.
Milepoint
21380 Facility Carried
S.H. 66 Feature Intersected
ROCK CREEK O'FLOW Division
08 County
037 Location
21.3 MI NE JCT SH 48 Sufficiency
58.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
27.887 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
1952 ADT Total
10000 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.572 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2026 Bypass Detour
47.22421 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
12812 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
4-25ft. CONC SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904 2138 X H Index
68.3905 Latitude
35:59:42 Longitude
-96:07:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
_ Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12812 Vault Link
http://plansrv1/bridgemaintvault/b12812 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
35.995 Longitude DD
-96.13166667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13373 x
-10701328.1828131 y
4299933.4015636 |
|||||||||||||||||||||||||||||||||||||
| 12811 | 7516R1108 X | 12811 | Washita | S.H. 44 | TURKEY CREEK | 7516 1108 X | 4-25ft. REINF. CONC. SLAB SPANS | 1952 | 35.451469 | -99.170125 | 100.066 | 29.003 | — | 4 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.9 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13372 BRKEY
12811 NBI No.
12811 On Under
1 Structure No.
7516R1108 X Control No.
016 Lane Ind.
Milepoint
11080 Facility Carried
S.H. 44 Feature Intersected
TURKEY CREEK Division
05 County
149 Location
0.5 MI N JCT I-40 Sufficiency
68.9 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1952 ADT Total
900 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
29.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.1 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2040 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12811 ODOT County
75 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
4-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7516 1108 X H Index
94.5167 Latitude
35:27:05.29 Longitude
-99:10:12.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
5 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12811 Vault Link
http://plansrv1/bridgemaintvault/b12811 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.451469 Longitude DD
-99.170125 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13372 x
-11039567.8169053 y
4225404.49538803 |
|||||||||||||||||||||||||||||||||||||
| 12810 | 6734R0998 X | 12810 | Seminole | S.H. 99A | SAND CREEK | 6734 0998 X | 4-25ft. CONC. SLAB SPA | 1952 | 35.34796111 | -96.49457222 | 100.066 | 31.001 | — | 4 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.9 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13371 BRKEY
12810 NBI No.
12810 On Under
1 Structure No.
6734R0998 X Control No.
034 Lane Ind.
Milepoint
09980 Facility Carried
S.H. 99A Feature Intersected
SAND CREEK Division
03 County
133 Location
10 MI E JCT SH 99 Sufficiency
40.9 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
960 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.336 HS Inv. Rating Method
1 HS Inv. Method
31.526 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2037 Bypass Detour
14.912909 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
12810 ODOT County
67 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
4-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0998 X H Index
76.5097 Latitude
35:20:52.66 Longitude
-96:29:40.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99A Scour
4 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12810 Vault Link
http://plansrv1/bridgemaintvault/b12810 GIS FO/SD
SD H Inv. Method
17.527 Latitude DD
35.34796111 Longitude DD
-96.49457222 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13371 x
-10741726.6438452 y
4211268.78796349 |
|||||||||||||||||||||||||||||||||||||
| 12809 | 6734 0482 X | 12809 | Seminole | S.H. 99A | SNAKE CREEK | 6734 0482 X | 4-25ft. CONC. SLAB SPA | 1952 | 35.348022 | -96.586006 | 100.066 | 31.001 | — | 4 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13370 BRKEY
12809 NBI No.
12809 On Under
1 Structure No.
6734 0482 X Control No.
034 Lane Ind.
Milepoint
04820 Facility Carried
S.H. 99A Feature Intersected
SNAKE CREEK Division
03 County
133 Location
4.8 MI E JCT SH 99 Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
14.912909 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
12809 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-25ft. CONC. SLAB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0482 X H Index
86.2829 Latitude
35:20:52.88 Longitude
-96:35:09.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99A Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12809 Vault Link
http://plansrv1/bridgemaintvault/b12809 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.348022 Longitude DD
-96.586006 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13370 x
-10751905.0056761 y
4211277.09816579 |
|||||||||||||||||||||||||||||||||||||
| 13102 | 7030R1597 X | 13102 | Texas | S.H. 95 | TEEPEE CREEK | 7030 1597 X | 5-40ft. I-BM. SPANS | 1953 | 36.71489444 | -101.81664167 | 201.115 | 28.501 | — | 5 | 0 | 2 | 26.299 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 23.8 | Failed (0) | Serious (3) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 360 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
13369 BRKEY
13102 NBI No.
13102 On Under
1 Structure No.
7030R1597 X Control No.
030 Lane Ind.
Milepoint
15970 Facility Carried
S.H. 95 Feature Intersected
TEEPEE CREEK Division
06 County
139 Location
3.2 MI S JCT US 64 Sufficiency
23.8 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
26.299 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
1953 ADT Total
360 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
26.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
28.501 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
0 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
576 Future ADT Year
2027 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
CLOSED 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
13102 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7030 1597 X H Index
93.1511 Latitude
36:42:53.62 Longitude
-101:48:59.91 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 95 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13102 Vault Link
http://plansrv1/bridgemaintvault/b13102 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.71489444 Longitude DD
-101.81664167 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13369 x
-11334176.7049856 y
4399440.90675156 |
|||||||||||||||||||||||||||||||||||||
| 13101 | 4134T0760 X | 13101 | Lincoln | TURNER TP (I-44) | U.S. 177 UNDER | 4134T0760 X | 68ft.-66ft.-68ft. I-BEAM SPANS | 1953 | 35.69015833 | -97.017575 | 208.005 | 73.999 | — | 3 | 30 | 4 | 60 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13368 BRKEY
13101 NBI No.
13101 On Under
1 Structure No.
4134T0760 X Control No.
034 Lane Ind.
Milepoint
07600 Facility Carried
TURNER TP (I-44) Feature Intersected
U.S. 177 UNDER Division
03 County
081 Location
0.8 MI N JCT SH 66 Sufficiency
72 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
60 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
208.005 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.1 HS Inv. Rating Method
1 HS Inv. Method
60.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38400 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1611 Min Measured Clearance
1509 NBI Rating
13101 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
68ft.-66ft.-68ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0760 X H Index
93.0658 Latitude
35:41:24.57 Longitude
-97:01:03.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.90 NBI Text
13101 Vault Link
http://plansrv1/bridgemaintvault/b13101 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
35.69015833 Longitude DD
-97.017575 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13368 x
-10799947.0469982 y
4258070.96380718 |
|||||||||||||||||||||||||||||||||||||
| 13100 | 1646 0420 X | 13100 | Comanche | S.H. 65 | W FORK OF BEAVER CREEK | 1646 0420 X | 5-40ft. I-BM. SPANS SK.30 DEG. | 1953 | 34.643253 | -98.194908 | 202.1 | 28.543 | — | 5 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.1 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13367 BRKEY
13100 NBI No.
13100 On Under
1 Structure No.
1646 0420 X Control No.
046 Lane Ind.
Milepoint
04200 Facility Carried
S.H. 65 Feature Intersected
W FORK OF BEAVER CREEK Division
07 County
031 Location
4.2 MI.N. JCT. SH7 Sufficiency
71.1 Kind Hwy
3 Level Service
1 Route No.
00065 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
1953 ADT Total
1200 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.03 Span Type Main
M Material
3 - Steel Design
02 Length
202.1 Deck Width
28.543 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
36.039529 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
13100 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1646 0420 X H Index
96.4097 Latitude
34:38:35.71 Longitude
-98:11:41.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 65 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
083 NBI Text
13100 Vault Link
http://plansrv1/bridgemaintvault/b13100 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.643253 Longitude DD
-98.194908 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13367 x
-10931007.1570523 y
4115505.71615321 |
|||||||||||||||||||||||||||||||||||||
| 13099 | 1644 0250 X | 13099 | Comanche | S.H. 65 | DRY BEAVER CREEK | 1644 0250 X | 5-40ft. I-BM. SPANS SK.45 DEG. | 1953 | 34.542933 | -98.212186 | 203.1 | 28.501 | — | 5 | 45 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.8 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13366 BRKEY
13099 NBI No.
13099 On Under
1 Structure No.
1644 0250 X Control No.
044 Lane Ind.
Milepoint
02500 Facility Carried
S.H. 65 Feature Intersected
DRY BEAVER CREEK Division
07 County
031 Location
3.5 MI.S. SH7 Sufficiency
57.8 Kind Hwy
3 Level Service
1 Route No.
00065 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
1953 ADT Total
990 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.03 Span Type Main
M Material
3 - Steel Design
02 Length
203.1 Deck Width
28.501 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
5 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2042 Bypass Detour
39.800002 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
13099 ODOT County
16 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
5 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
5-40ft. I-BM. SPANS SK.45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1644 0250 X H Index
87.2513 Latitude
34:32:34.56 Longitude
-98:12:43.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 65 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
082 NBI Text
13099 Vault Link
http://plansrv1/bridgemaintvault/b13099 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.542933 Longitude DD
-98.212186 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13366 x
-10932930.5352143 y
4101939.74340602 |
|||||||||||||||||||||||||||||||||||||
| 13098 | 1937R3380 X | 13098 | Creek | S.H. 97 | TURNER TP (I-44) UNDER | 1937R3380 X | 215 FT. SPAN , HYBRID STEEL | 1953 | 36.01166667 | -96.11166667 | 216.864 | 98.301 | — | 1 | 20 | 4 | 70 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | T | 15000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
13365 BRKEY
13098 NBI No.
13098 On Under
1 Structure No.
1937R3380 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 97 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
1.0 MI N OF SH 66 Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00097 Service Type On
5 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
T Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1953 ADT Total
15000 ADT Year
2002 Design Load
HS 20 Skew
20 No. Main Spans
1 Road Width
70 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
12.139 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
66.001 Span Type Main
M Material
3 - Steel Design
02 Length
216.864 Deck Width
98.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
24000 Future ADT Year
2022 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
2401 NBI Rating
13098 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
14.199 Rt. Curb SW
14.199 Description
215 FT. SPAN , HYBRID STEEL Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937R3380 X H Index
100 Latitude
36:00:42 Longitude
-96:06:42 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 97 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
80.70 NBI Text
13098 Vault Link
http://plansrv1/bridgemaintvault/b13098 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.01166667 Longitude DD
-96.11166667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13365 x
-10699101.7929972 y
4302226.80661236 |
|||||||||||||||||||||||||||||||||||||
| 13097 | 1937R2430 X | 13097 | Creek | CO. RD. E0740 | TURNER TP (I-44) UNDER | 1937T2430 X | 45ft.,39ft.,2-58ft.,36ft. I-BEAM SPANS, SK42LF | 1953 | 35.94474722 | -96.25248889 | 231.001 | 21.801 | — | 5 | 48 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.5 | Fair (5) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13364 BRKEY
13097 NBI No.
13097 On Under
1 Structure No.
1937R2430 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0740 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
71.3 MI N E JCT I-35 Sufficiency
55.5 Kind Hwy
4 Level Service
1 Route No.
E0740 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.5 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
5000 ADT Year
2016 Design Load
H 15 Skew
48 No. Main Spans
5 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
231.001 Deck Width
21.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1703 Min Measured Clearance
1410 NBI Rating
13097 ODOT County
19 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
45ft.,39ft.,2-58ft.,36ft. I-BEAM SPANS, SK42LF Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T2430 X H Index
84.0522 Latitude
35:56:41.09 Longitude
-96:15:08.96 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0740 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71.30 NBI Text
13097 Vault Link
http://plansrv1/bridgemaintvault/b13097 GIS FO/SD
Meets Standards H Inv. Method
16.976 Latitude DD
35.94474722 Longitude DD
-96.25248889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13364 x
-10714778.05082 y
4293021.33566643 |
|||||||||||||||||||||||||||||||||||||
| 13000 | 4040 2960 X | 13000 | Le Flore | S.H. 63 | CREEK | 4040 2960 X | (12ft. - 14ft. - 12ft.) X 7ft. X 30ft. RCB SK 30° | 1953 | 34.64029167 | -94.56883333 | 48.5 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13363 BRKEY
13000 NBI No.
13000 On Under
1 Structure No.
4040 2960 X Control No.
040 Lane Ind.
Milepoint
29600 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
4.64 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
1953 ADT Total
320 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
48.5 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.
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
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
512 Future ADT Year
2042 Bypass Detour
24.8 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
13000 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 7ft. X 30ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2960 X H Index
97.7843 Latitude
34:38:25.05 Longitude
-94:34:07.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
150 NBI Text
13000 Vault Link
http://plansrv1/bridgemaintvault/b13000 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.64029167 Longitude DD
-94.56883333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13363 x
-10527354.3712096 y
4115105.02954745 |
|||||||||||||||||||||||||||||||||||||
| 12999 | 4040 2897 X | 12999 | Le Flore | S.H. 63 | HORSE BONE CREEK | 4040 2897 X | (13ft. - 17ft. - 13ft.) X 7ft. X 30ft. RCB | 1953 | 34.63974444 | -94.58020278 | 47 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13362 BRKEY
12999 NBI No.
12999 On Under
1 Structure No.
4040 2897 X Control No.
040 Lane Ind.
Milepoint
28970 Facility Carried
S.H. 63 Feature Intersected
HORSE BONE CREEK Division
02 County
079 Location
4.01 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
1953 ADT Total
320 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
47 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
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
512 Future ADT Year
2042 Bypass Detour
24.8 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
12999 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
(13ft. - 17ft. - 13ft.) X 7ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2897 X H Index
96.75 Latitude
34:38:23.08 Longitude
-94:34:48.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
149 NBI Text
12999 Vault Link
http://plansrv1/bridgemaintvault/b12999 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63974444 Longitude DD
-94.58020278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13362 x
-10528620.0125942 y
4115030.98744716 |
|||||||||||||||||||||||||||||||||||||
| 12998 | 4040 2767 X | 12998 | Le Flore | S.H. 63 | CREEK | 4040 2767 X | (12ft. - 14ft. - 12ft.) X 6ft. X 30ft. RCB | 1953 | 34.63700833 | -94.60255278 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13361 BRKEY
12998 NBI No.
12998 On Under
1 Structure No.
4040 2767 X Control No.
040 Lane Ind.
Milepoint
27670 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
2.71 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
1953 ADT Total
320 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
42 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
512 Future ADT Year
2042 Bypass Detour
23 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
12998 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 6ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2767 X H Index
99.0586 Latitude
34:38:13.23 Longitude
-94:36:09.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
147 NBI Text
12998 Vault Link
http://plansrv1/bridgemaintvault/b12998 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63700833 Longitude DD
-94.60255278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13361 x
-10531108.0032134 y
4114660.78968594 |
|||||||||||||||||||||||||||||||||||||
| 12997 | 4040 2745 X | 12997 | Le Flore | S.H. 63 | GOLDEN BRANCH CREEK | 4040 2745 X | (12ft. - 14ft. - 12ft.) X 6ft. X 30ft. RCB | 1953 | 34.63721389 | -94.60646944 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13360 BRKEY
12997 NBI No.
12997 On Under
1 Structure No.
4040 2745 X Control No.
040 Lane Ind.
Milepoint
27450 Facility Carried
S.H. 63 Feature Intersected
GOLDEN BRANCH CREEK Division
02 County
079 Location
2.49 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
1953 ADT Total
320 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
42 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
512 Future ADT Year
2042 Bypass Detour
23 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
12997 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 6ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2745 X H Index
98.1076 Latitude
34:38:13.97 Longitude
-94:36:23.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
146 NBI Text
12997 Vault Link
http://plansrv1/bridgemaintvault/b12997 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63721389 Longitude DD
-94.60646944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13360 x
-10531544.0038102 y
4114688.60168578 |
|||||||||||||||||||||||||||||||||||||
| 12996 | 3826 2542 X | 12996 | Kiowa | S.H. 54 | CREEK | 3826 2542 X | (13ft.-17ft.-13ft.) X 10ft. X 32ft. RDY. R.C.B. W/ PARAPET RAIL | 1953 | 35.00035556 | -98.86680556 | 46.916 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | 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 | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13359 BRKEY
12996 NBI No.
12996 On Under
1 Structure No.
3826 2542 X Control No.
026 Lane Ind.
Milepoint
25420 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
25.4 MI N U.S. 62 Sufficiency
88.7 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1953 ADT Total
960 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
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
34.003 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.99 HS Inv. Rating Method
1 HS Inv. Method
25.794 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
31.068559 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
12996 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
(13ft.-17ft.-13ft.) X 10ft. X 32ft. RDY. R.C.B. W/ PARAPET RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 2542 X H Index
93.1082 Latitude
35:00:01.28 Longitude
-98:52:00.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12996 Vault Link
http://plansrv1/bridgemaintvault/b12996 GIS FO/SD
Meets Standards H Inv. Method
14.22 Latitude DD
35.00035556 Longitude DD
-98.86680556 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13359 x
-11005802.4512968 y
4163929.46335303 |
|||||||||||||||||||||||||||||||||||||
| 12995 | 4134T2521 X | 12995 | Lincoln | TURNER TP (I-44) | CREEK | 4134T2521 X | 13ft.-17ft.-13ft.X13ft.X109ft. RCB, SK60LF | 1953 | 35.74761389 | -96.71254444 | 45 | 111.001 | — | 3 | 30 | 4 | 108.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13358 BRKEY
12995 NBI No.
12995 On Under
1 Structure No.
4134T2521 X Control No.
034 Lane Ind.
Milepoint
25210 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
03 County
081 Location
41.6 MI'S NE JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
108.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
111.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
36960 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12995 ODOT County
41 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
13ft.-17ft.-13ft.X13ft.X109ft. RCB, SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2521 X H Index
99.5713 Latitude
35:44:51.41 Longitude
-96:42:45.16 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41.51 NBI Text
12995 Vault Link
http://plansrv1/bridgemaintvault/b12995 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.74761389 Longitude DD
-96.71254444 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13358 x
-10765991.2003826 y
4265948.7739798 |
|||||||||||||||||||||||||||||||||||||
| 12904 | 6810 1501 X | 12904 | Sequoyah | U.S. 64 | RABBIT CREEK | 6810 1501 X | (2) 8ft. X 8ft. X 172.2ft. LONG RCB SK 45° | 1953 | 35.40517222 | -94.54805 | 26.9 | 0 | — | 2 | 45 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13357 BRKEY
12904 NBI No.
12904 On Under
1 Structure No.
6810 1501 X Control No.
010 Lane Ind.
Milepoint
15010 Facility Carried
U.S. 64 Feature Intersected
RABBIT CREEK Division
01 County
135 Location
3.0 E JCT US-64B Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00064 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
07 - Major Collector (Rural) Year Built
1953 ADT Total
8500 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
5 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.09 HS Inv. Rating Method
1 HS Inv. Method
30.65 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12904 ODOT County
68 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) 8ft. X 8ft. X 172.2ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1501 X H Index
98.7465 Latitude
35:24:18.62 Longitude
-94:32:52.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1501 NBI Text
12904 Vault Link
http://plansrv1/bridgemaintvault/b12904 GIS FO/SD
Meets Standards H Inv. Method
17.03 Latitude DD
35.40517222 Longitude DD
-94.54805 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13357 x
-10525040.781497 y
4219079.66397709 |
|||||||||||||||||||||||||||||||||||||
| 12903 | 5126 1280 X | 12903 | Muskogee | S.H. 2 | GEORGES FORK TRIB. | 5126 1280 X | 2-10ft.X 9ft.X 38ft.X R.C. | 1953 | 35.4384 | -95.27701111 | 22.966 | 36 | — | 2 | 0 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13356 BRKEY
12903 NBI No.
12903 On Under
1 Structure No.
5126 1280 X Control No.
026 Lane Ind.
Milepoint
12800 Facility Carried
S.H. 2 Feature Intersected
GEORGES FORK TRIB. Division
01 County
101 Location
13 MI N C/L Sufficiency
72.6 Kind Hwy
3 Level Service
1 Route No.
00002 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
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32 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
22.966 Deck Width
36 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
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.35 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
64.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12903 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft.X 38ft.X R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 1280 X H Index
63.2498 Latitude
35:26:18.24 Longitude
-95:16:37.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12903 Vault Link
http://plansrv1/bridgemaintvault/b12903 GIS FO/SD
Meets Standards H Inv. Method
14.46 Latitude DD
35.4384 Longitude DD
-95.27701111 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13356 x
-10606188.3610703 y
4223618.70648718 |
|||||||||||||||||||||||||||||||||||||
| 12902 | 7030 1270 X | 12902 | Texas | S.H. 95 | CREEK | 7030 1270 X | 2-10ft.X12ft.X60.2ft. RCB | 1953 | 36.66728333 | -101.81649722 | 20.997 | 60.2 | — | 2 | 0 | 2 | 58 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13355 BRKEY
12902 NBI No.
12902 On Under
1 Structure No.
7030 1270 X Control No.
030 Lane Ind.
Milepoint
12700 Facility Carried
S.H. 95 Feature Intersected
CREEK Division
06 County
139 Location
12.7 MI N JCT US 54 Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
58 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
1953 ADT Total
340 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
58 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
60.2 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.72 HS Inv. Rating Method
1 HS Inv. Method
43.62 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12902 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X60.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7030 1270 X H Index
85.296 Latitude
36:40:02.22 Longitude
-101:48:59.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 95 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12902 Vault Link
http://plansrv1/bridgemaintvault/b12902 GIS FO/SD
Meets Standards H Inv. Method
24.24 Latitude DD
36.66728333 Longitude DD
-101.81649722 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13355 x
-11334160.6248852 y
4392831.28896506 |
|||||||||||||||||||||||||||||||||||||
| 12901 | 1937T1214 X | 12901 | Creek | TURNER TP (I-44) | CREEK | 1937T1230 X | 2-10ft. | 1953 | 35.838625 | -96.42106111 | 22.966 | 162.999 | — | 2 | 0 | 4 | 161.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13354 BRKEY
12901 NBI No.
12901 On Under
1 Structure No.
1937T1214 X Control No.
037 Lane Ind.
Milepoint
12140 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
59.3 MI'S NE JCT I-35 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
161.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
162.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
94.7 HS Inv. Rating Method
0 HS Inv. Method
56.7 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12901 ODOT County
19 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. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T1230 X H Index
99.693 Latitude
35:50:19.05 Longitude
-96:25:15.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59.30 NBI Text
12901 Vault Link
http://plansrv1/bridgemaintvault/b12901 GIS FO/SD
Meets Standards H Inv. Method
42.4 Latitude DD
35.838625 Longitude DD
-96.42106111 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13354 x
-10733543.4245123 y
4278439.07995666 |
|||||||||||||||||||||||||||||||||||||
| 12900 | 1002 1216 X | 12900 | Carter | U.S. 70 | CREEK | 1002 1216 X | (2) 10ft. X 10ft. X 174ft. RCB | 1953 | 34.172608 | -97.350278 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | 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 | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13353 BRKEY
12900 NBI No.
12900 On Under
1 Structure No.
1002 1216 X Control No.
002 Lane Ind.
Milepoint
12160 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
12.1 MI E JEFFERSON C/L Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 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
1953 ADT Total
7800 ADT Year
2022 Design Load
NO VALUE GIVEN 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
14 Appr. Roadway Width
56.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
3 HS Operating Rating
130.9 HS Inv. Rating Method
3 HS Inv. Method
101 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12480 Future ADT Year
2042 Bypass Detour
44.117354 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
12900 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 174ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1002 1216 X H Index
85.2414 Latitude
34:10:21.39 Longitude
-97:21:01 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
006 NBI Text
12900 Vault Link
http://plansrv1/bridgemaintvault/b12900 GIS FO/SD
Meets Standards H Inv. Method
100.9 Latitude DD
34.172608 Longitude DD
-97.350278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13353 x
-10836983.3755436 y
4052002.67841848 |
|||||||||||||||||||||||||||||||||||||
| 12899 | 7620 1137 X | 12899 | Woods | S.H. 14 | CREEK | 7620 1137 X | 2-10X10X36.8ft. RCB | 1953 | 36.74673056 | -98.88151389 | 23.95 | 32.5 | — | 2 | 30 | 2 | 25.2 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | 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
13352 BRKEY
12899 NBI No.
12899 On Under
1 Structure No.
7620 1137 X Control No.
020 Lane Ind.
Milepoint
11370 Facility Carried
S.H. 14 Feature Intersected
CREEK Division
06 County
151 Location
3.3 MI S JCT US-64 Sufficiency
88.9 Kind Hwy
3 Level Service
1 Route No.
00014 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
1953 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
25.2 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
23.95 Deck Width
32.5 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.23 HS Inv. Rating Method
1 HS Inv. Method
35.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 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
12899 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X10X36.8ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 1137 X H Index
83.3249 Latitude
36:44:48.23 Longitude
-98:52:53.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 14 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12899 Vault Link
http://plansrv1/bridgemaintvault/b12899 GIS FO/SD
Meets Standards H Inv. Method
19.74 Latitude DD
36.74673056 Longitude DD
-98.88151389 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13352 x
-11007439.7751028 y
4403862.84507191 |
|||||||||||||||||||||||||||||||||||||
| 12806 | 5156 1470 X | 12806 | Muskogee | PED. PATH/ UP R.R. | U.S. 69 UNDER | 5156 1470 X | 2-43.6ft. CONT RIGID FRAM SPANS | 1952 | 35.742325 | -95.402372 | 99.081 | 0 | — | 2 | 5 | 0 | 0 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | K | 19100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13349 BRKEY
12806 NBI No.
12806 On Under
2 Structure No.
5156 1470 X Control No.
056 Lane Ind.
Milepoint
14700 Facility Carried
PED. PATH/ UP R.R. Feature Intersected
U.S. 69 UNDER Division
01 County
101 Location
14.7 MI NE C/L Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1952 ADT Total
19100 ADT Year
2022 Design Load
Railroad Skew
5 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
0 Fill RCB
1 Appr. Roadway Width
56.001 Span Type Main
M Material
1 - Concrete Design
07 Length
99.081 Deck Width
0 Bridge Open Closed
! 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
N Culv. Rating
6 Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
30560 Future ADT Year
2042 Bypass Detour
13.000001 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1410 Max Measured Clearance
1505 Min Measured Clearance
1500 NBI Rating
12806 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-43.6ft. CONT RIGID FRAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1470 X H Index
-1 Latitude
35:44:32.37 Longitude
-95:24:08.54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 69 UNDER Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12806 Vault Link
http://plansrv1/bridgemaintvault/b12806 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.742325 Longitude DD
-95.402372 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
13349 x
-10620143.4715105 y
4265223.3695849 |
|||||||||||||||||||||||||||||||||||||
| 13096 | 1937R2228 X | 13096 | Creek | CO. RD. N3870 | TURNER TP (I-44) UNDER | 1937T2230 X | 49ft.,2-54ft.,33ft. I-BEAM SPANS, SK 45 RF | 1953 | 35.92506389 | -96.27941944 | 192.001 | 21.699 | — | 4 | 45 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13345 BRKEY
13096 NBI No.
13096 On Under
1 Structure No.
1937R2228 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3870 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
69.3 MI N E JCT I-35 Sufficiency
62.3 Kind Hwy
4 Level Service
1 Route No.
N3870 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.201 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
5000 ADT Year
2016 Design Load
H 15 Skew
45 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
192.001 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.
2 Deck Rating
6 Super Rating
7 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
5 HS Operating Rating Method
1 HS Operating Rating
47.951 HS Inv. Rating Method
1 HS Inv. Method
27.999 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1906 Min Measured Clearance
1500 NBI Rating
13096 ODOT County
19 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
49ft.,2-54ft.,33ft. I-BEAM SPANS, SK 45 RF Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T2230 X H Index
93.1447 Latitude
35:55:30.23 Longitude
-96:16:45.91 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3870 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69.30 NBI Text
13096 Vault Link
http://plansrv1/bridgemaintvault/b13096 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
35.92506389 Longitude DD
-96.27941944 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13345 x
-10717775.9459328 y
4290315.17179854 |
|||||||||||||||||||||||||||||||||||||
| 13095 | 5576T1445 X | 13095 | Oklahoma | TURNER TP (I-44) | WILD HORSE CREEK | 5576T1445 X | 52ft.-70ft.-52ft. I-BEAM SPANS, SK 80 LF | 1953 | 35.64602222 | -97.17718056 | 180.118 | 74.701 | — | 3 | 10 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13344 BRKEY
13095 NBI No.
13095 On Under
1 Structure No.
5576T1445 X Control No.
076 Lane Ind.
Milepoint
14450 Facility Carried
TURNER TP (I-44) Feature Intersected
WILD HORSE CREEK Division
04 County
109 Location
14.4 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
H 20 Skew
10 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
180.118 Deck Width
74.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.2 HS Inv. Rating Method
1 HS Inv. Method
52.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13095 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
52ft.-70ft.-52ft. I-BEAM SPANS, SK 80 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T1445 X H Index
95.1592 Latitude
35:38:45.68 Longitude
-97:10:37.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.45 NBI Text
13095 Vault Link
http://plansrv1/bridgemaintvault/b13095 GIS FO/SD
Meets Standards H Inv. Method
29.4 Latitude DD
35.64602222 Longitude DD
-97.17718056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13344 x
-10817714.2566652 y
4252023.25481824 |
|||||||||||||||||||||||||||||||||||||
| 13094 | 5126 1394 X | 13094 | Muskogee | S.H. 2 | GEORGES FORK CREEK | 5126 1394 X | 3-60ft. I-BM. SPANS | 1953 | 35.45358333 | -95.28471667 | 183.071 | 33.301 | — | 3 | 45 | 2 | 30.899 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13343 BRKEY
13094 NBI No.
13094 On Under
1 Structure No.
5126 1394 X Control No.
026 Lane Ind.
Milepoint
13940 Facility Carried
S.H. 2 Feature Intersected
GEORGES FORK CREEK Division
01 County
101 Location
14.1 MI N C/L Sufficiency
72.1 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1953 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
30.899 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
33.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
64.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13094 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 1394 X H Index
98.1379 Latitude
35:27:12.9 Longitude
-95:17:04.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13094 Vault Link
http://plansrv1/bridgemaintvault/b13094 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.45358333 Longitude DD
-95.28471667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13343 x
-10607046.1400857 y
4225693.43128383 |
|||||||||||||||||||||||||||||||||||||
| 13093 | 1937T0142 X | 13093 | Creek | TURNER TP (I-44) | CAMP CREEK | 1937T0130 X | 55ft.-70ft.-55ft. I-BEAM SPANS | 1953 | 35.78026667 | -96.59780556 | 185.039 | 74.701 | — | 3 | 15 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13342 BRKEY
13093 NBI No.
13093 On Under
1 Structure No.
1937T0142 X Control No.
037 Lane Ind.
Milepoint
01420 Facility Carried
TURNER TP (I-44) Feature Intersected
CAMP CREEK Division
08 County
037 Location
48.4 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
185.039 Deck Width
74.701 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
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
119.2 HS Inv. Rating Method
1 HS Inv. Method
71.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13093 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-70ft.-55ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0130 X H Index
86.9784 Latitude
35:46:48.96 Longitude
-96:35:52.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.40 NBI Text
13093 Vault Link
http://plansrv1/bridgemaintvault/b13093 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
35.78026667 Longitude DD
-96.59780556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13342 x
-10753218.5266868 y
4270428.37523269 |
|||||||||||||||||||||||||||||||||||||
| 13092 | 2032R0599 X | 13092 | Custer | S.H. 54 | HORSE CREEK | 2032 0599 X | 40ft.,50ft.,2-40ft. I-BEAM SPANS | 1953 | 35.60757222 | -98.72081944 | 170.932 | 28.501 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13341 BRKEY
13092 NBI No.
13092 On Under
1 Structure No.
2032R0599 X Control No.
032 Lane Ind.
Milepoint
05990 Facility Carried
S.H. 54 Feature Intersected
HORSE CREEK Division
05 County
039 Location
6.8 MI N JCT I-40 Sufficiency
40.3 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1953 ADT Total
2200 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
26.001 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
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.479 HS Inv. Rating Method
1 HS Inv. Method
22.487 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2028 Bypass Detour
39.767756 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
13092 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
40ft.,50ft.,2-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2032 0599 X H Index
60.7215 Latitude
35:36:27.26 Longitude
-98:43:14.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13092 Vault Link
http://plansrv1/bridgemaintvault/b13092 GIS FO/SD
Meets Standards H Inv. Method
16.535 Latitude DD
35.60757222 Longitude DD
-98.72081944 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13341 x
-10989551.3507555 y
4246757.4022553 |
|||||||||||||||||||||||||||||||||||||
| 13091 | 1937R2628 X | 13091 | Creek | CO. RD. N3810 | TURNER TP (I-44) UNDER | 1937T2630 X | 36ft.,2-51ft.,32ft. I-BEAM SPANS | 1953 | 35.96396111 | -96.22610556 | 175.853 | 21.699 | — | 4 | 42 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.3 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13340 BRKEY
13091 NBI No.
13091 On Under
1 Structure No.
1937R2628 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3810 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
73.3 MI N E JCT I-35 Sufficiency
62.3 Kind Hwy
4 Level Service
1 Route No.
N3810 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
5000 ADT Year
2016 Design Load
H 15 Skew
42 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
77.999 Span Type Main
M Material
3 - Steel Design
02 Length
175.853 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
47.951 HS Inv. Rating Method
1 HS Inv. Method
27.999 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1410 Max Measured Clearance
1511 Min Measured Clearance
1411 NBI Rating
13091 ODOT County
19 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
36ft.,2-51ft.,32ft. I-BEAM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T2630 X H Index
90.5907 Latitude
35:57:50.26 Longitude
-96:13:33.98 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3810 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73.30 NBI Text
13091 Vault Link
http://plansrv1/bridgemaintvault/b13091 GIS FO/SD
Meets Standards H Inv. Method
18.96 Latitude DD
35.96396111 Longitude DD
-96.22610556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13340 x
-10711841.071959 y
4295663.60877709 |
|||||||||||||||||||||||||||||||||||||
| 12994 | 2618 1875 X | 12994 | Grady | S.H. 19 | CREEK | 2618 1875 X | (13ft.-17ft.-13ft.)X 8ft.X 40ft. RC BOX WITH 3ft. CURTAIN WALLS | 1953 | 34.851575 | -97.67397222 | 45.899 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | Satisfactory (6) | 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 | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13339 BRKEY
12994 NBI No.
12994 On Under
1 Structure No.
2618 1875 X Control No.
018 Lane Ind.
Milepoint
18750 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
0.3 MI NW GARVIN CO Sufficiency
87 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45.899 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12994 ODOT County
26 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
(13ft.-17ft.-13ft.)X 8ft.X 40ft. RC BOX WITH 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1875 X H Index
100 Latitude
34:51:05.67 Longitude
-97:40:26.3 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
66-26 NBI Text
12994 Vault Link
http://plansrv1/bridgemaintvault/b12994 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
34.851575 Longitude DD
-97.67397222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13339 x
-10873016.8512867 y
4143729.02825623 |
|||||||||||||||||||||||||||||||||||||
| 12993 | 7030 1793 X | 12993 | Texas | S.H. 95 | CREEK | 7030 1793 X | (12-14-12)X14X34.4ft.RCBW/ HANDRAILS & 3ft. CWS | 1953 | 36.74320833 | -101.81663611 | 40.026 | 34.4 | — | 3 | 0 | 2 | 32.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13338 BRKEY
12993 NBI No.
12993 On Under
1 Structure No.
7030 1793 X Control No.
030 Lane Ind.
Milepoint
17930 Facility Carried
S.H. 95 Feature Intersected
CREEK Division
06 County
139 Location
1.4 MI S JCT US 64 Sufficiency
80.1 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.4 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
1953 ADT Total
340 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
34.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12993 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12-14-12)X14X34.4ft.RCBW/ HANDRAILS & 3ft. CWS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7030 1793 X H Index
79.5989 Latitude
36:44:35.55 Longitude
-101:48:59.89 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 95 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12993 Vault Link
http://plansrv1/bridgemaintvault/b12993 GIS FO/SD
Meets Standards H Inv. Method
18.3 Latitude DD
36.74320833 Longitude DD
-101.81663611 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13338 x
-11334176.0860492 y
4403373.52802865 |
|||||||||||||||||||||||||||||||||||||
| 12992 | 6912 1721 X | 12992 | Stephens | S.H. 29 | EAST FISH CREEK | 6912 1721 X | (12ft.-14ft.-12ft.) X 12ft. X 36ft. R.C. BOX SK. 30 DEG. WITH 4ft. CURTAIN WALLS | 1953 | 34.63773889 | -97.65995278 | 45.899 | 36.001 | — | 3 | 30 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13337 BRKEY
12992 NBI No.
12992 On Under
1 Structure No.
6912 1721 X Control No.
012 Lane Ind.
Milepoint
17210 Facility Carried
S.H. 29 Feature Intersected
EAST FISH CREEK Division
07 County
137 Location
3.5 MI W JCT SH 76 Sufficiency
82.2 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1953 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45.899 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.2 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
12992 ODOT County
69 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 12ft. X 36ft. R.C. BOX SK. 30 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 1721 X H Index
97.3935 Latitude
34:38:15.86 Longitude
-97:39:35.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24 NBI Text
12992 Vault Link
http://plansrv1/bridgemaintvault/b12992 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.63773889 Longitude DD
-97.65995278 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13337 x
-10871456.2143647 y
4114759.63381372 |
|||||||||||||||||||||||||||||||||||||
| 12991 | 4506 1715 X | 12991 | McCurtain | S.H. 3 | GIBBS CREEK | 4506 1715 X | (11.5FT-15FT-11.5FT)X 14ftX157ft Long RCB | 1953 | 34.094203 | -94.893211 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13336 BRKEY
12991 NBI No.
12991 On Under
1 Structure No.
4506 1715 X Control No.
006 Lane Ind.
Milepoint
17150 Facility Carried
S.H. 3 Feature Intersected
GIBBS CREEK Division
02 County
089 Location
17.2 E PUSHMATAHA C/L Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
155 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
3100 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
10 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 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
69.8 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
59.030263 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
12991 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
(11.5FT-15FT-11.5FT)X 14ftX157ft Long RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 1715 X H Index
98.35 Latitude
34:05:39.13 Longitude
-94:53:35.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36 NBI Text
12991 Vault Link
http://plansrv1/bridgemaintvault/b12991 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
34.094203 Longitude DD
-94.893211 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13336 x
-10563463.9282587 y
4041458.21227344 |
|||||||||||||||||||||||||||||||||||||
| 12990 | 6810 1690 X | 12990 | Sequoyah | U.S. 64 | RABBIT CREEK | 6810 1690 X | (12ft. - 14ft. - 12ft.) X 9ft. X 137.7ft. LONG RCB SK 45° ON SOUTH END | 1953 | 35.404925 | -94.51446111 | 59.4 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 19400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13335 BRKEY
12990 NBI No.
12990 On Under
1 Structure No.
6810 1690 X Control No.
010 Lane Ind.
Milepoint
16900 Facility Carried
U.S. 64 Feature Intersected
RABBIT CREEK Division
01 County
135 Location
0.6 E JCT I-40 Sufficiency
76.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
19400 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
5 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
59.4 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
31040 Future ADT Year
2042 Bypass Detour
4 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
12990 ODOT County
68 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 9ft. X 137.7ft. LONG RCB SK 45° ON SOUTH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1690 X H Index
97.6735 Latitude
35:24:17.73 Longitude
-94:30:52.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1690 NBI Text
12990 Vault Link
http://plansrv1/bridgemaintvault/b12990 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.404925 Longitude DD
-94.51446111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13335 x
-10521301.6833659 y
4219045.89978919 |
|||||||||||||||||||||||||||||||||||||
| 12989 | 0614 1541 X | 12989 | Blaine | S.H. 8 | CREEK | 0614 1541 X | 3-10ft.X6ft.X38ft. RDY. R.C.B., SK. 45 DEG. R.F. | 1953 | 36.00156667 | -98.31681389 | 46.916 | 40 | — | 3 | 45 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.4 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13334 BRKEY
12989 NBI No.
12989 On Under
1 Structure No.
0614 1541 X Control No.
014 Lane Ind.
Milepoint
15410 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
05 County
011 Location
7.8 MI S S.H. 51 OKEENE Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
41.998 HS Inv. Rating Method
3 HS Inv. Method
32.408 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
29.204446 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
12989 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X38ft. RDY. R.C.B., SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0614 1541 X H Index
90.886 Latitude
36:00:05.64 Longitude
-98:19:00.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12989 Vault Link
http://plansrv1/bridgemaintvault/b12989 GIS FO/SD
Meets Standards H Inv. Method
17.968 Latitude DD
36.00156667 Longitude DD
-98.31681389 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13334 x
-10944577.6586518 y
4300836.94556158 |
|||||||||||||||||||||||||||||||||||||
| 12898 | 4134T1115 X | 12898 | Lincoln | TURNER TP (I-44) | CREEK | 4134T1115 X | 2-10ft. | 1953 | 35.70430278 | -96.95424722 | 21.001 | 177.999 | — | 2 | 0 | 4 | -3.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13333 BRKEY
12898 NBI No.
12898 On Under
1 Structure No.
4134T1115 X Control No.
034 Lane Ind.
Milepoint
11150 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
03 County
081 Location
27.7 MI'S NE JCT I-35 Sufficiency
71 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
10 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
-3.3 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
13 Appr. Roadway Width
72.2 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
177.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
38400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12898 ODOT County
41 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. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1115 X H Index
96.6815 Latitude
35:42:15.49 Longitude
-96:57:15.29 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.55 NBI Text
12898 Vault Link
http://plansrv1/bridgemaintvault/b12898 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.70430278 Longitude DD
-96.95424722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13333 x
-10792897.4307756 y
4260009.80167607 |
|||||||||||||||||||||||||||||||||||||
| 12897 | 4134T1016 X | 12897 | Lincoln | TURNER TP (I-44) | CREEK | 4134T1016 X | 2-12ft. X 12ft. X 204ft. RCB | 1953 | 35.700406 | -96.971439 | 22.966 | 206.001 | — | 2 | 0 | 4 | 176 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13332 BRKEY
12897 NBI No.
12897 On Under
1 Structure No.
4134T1016 X Control No.
034 Lane Ind.
Milepoint
10160 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
03 County
081 Location
26.6 MI'S NE JCT I-35 Sufficiency
68 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
176 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
206.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
38400 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12897 ODOT County
41 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
2-12ft. X 12ft. X 204ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1016 X H Index
95.082 Latitude
35:42:01.46 Longitude
-96:58:17.18 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.56 NBI Text
12897 Vault Link
http://plansrv1/bridgemaintvault/b12897 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.700406 Longitude DD
-96.971439 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13332 x
-10794811.210971 y
4259475.61971013 |
|||||||||||||||||||||||||||||||||||||
| 12896 | 5576T0961 X | 12896 | Oklahoma | TURNER TP (I-44) | CREEK | 5576T0961 X | 2-12ft. X 12ft. X 217ft. RCB SPANS | 1953 | 35.63153889 | -97.26063611 | 25 | 218.999 | — | 2 | 0 | 4 | 217.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13331 BRKEY
12896 NBI No.
12896 On Under
1 Structure No.
5576T0961 X Control No.
076 Lane Ind.
Milepoint
09610 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
04 County
109 Location
9.6 MI NE JCT I-35 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
217.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
218.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12896 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
2-12ft. X 12ft. X 217ft. RCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0961 X H Index
96.007 Latitude
35:37:53.54 Longitude
-97:15:38.29 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.61 NBI Text
12896 Vault Link
http://plansrv1/bridgemaintvault/b12896 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.63153889 Longitude DD
-97.26063611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13331 x
-10827004.4859951 y
4250039.41834262 |
|||||||||||||||||||||||||||||||||||||
| 12895 | 6524 0930 X | 12895 | Roger Mills | S.H. 47 | WEST BROKEN LEG CREEK | 6524 0930 X | 2-10ft.X 12ft. X 44ft. RDY. R.C.B., SK 30 DEG. L.F. | 1953 | 35.610025 | -99.746672 | 25.919 | 46.001 | — | 2 | 30 | 2 | 44.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13330 BRKEY
12895 NBI No.
12895 On Under
1 Structure No.
6524 0930 X Control No.
024 Lane Ind.
Milepoint
09300 Facility Carried
S.H. 47 Feature Intersected
WEST BROKEN LEG CREEK Division
05 County
129 Location
9.3 MI E JCT S.H. 30 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 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
1953 ADT Total
980 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
46.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
84.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2042 Bypass Detour
39.767756 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
12895 ODOT County
65 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 44ft. RDY. R.C.B., SK 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 0930 X H Index
94.39 Latitude
35:36:36.09 Longitude
-99:44:48.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12895 Vault Link
http://plansrv1/bridgemaintvault/b12895 GIS FO/SD
Meets Standards H Inv. Method
46.78 Latitude DD
35.610025 Longitude DD
-99.746672 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13330 x
-11103748.7353637 y
4247093.24285336 |