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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| 12957 | 6912 1667 X | 12957 | Stephens | S.H. 29 | WEST FISH CREEK | 6912 1667 X | 3-10ft. X 12ft. X 36ft. R.C. BOX WITH HANDRAILS & 3ft. CURTAIN WALLS | 1953 | 34.63774444 | -97.66943333 | 34.101 | 36.001 | — | 3 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13194 BRKEY
12957 NBI No.
12957 On Under
1 Structure No.
6912 1667 X Control No.
012 Lane Ind.
Milepoint
16670 Facility Carried
S.H. 29 Feature Intersected
WEST FISH CREEK Division
07 County
137 Location
4.0 MI W JCT SH76 Sufficiency
94 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
0 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
34.101 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
6 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
62.51 HS Inv. Rating Method
1 HS Inv. Method
37.5 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
12957 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
3-10ft. X 12ft. X 36ft. R.C. BOX WITH HANDRAILS & 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 1667 X H Index
97.2283 Latitude
34:38:15.88 Longitude
-97:40:09.96 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
23 NBI Text
12957 Vault Link
http://plansrv1/bridgemaintvault/b12957 GIS FO/SD
Meets Standards H Inv. Method
20.83 Latitude DD
34.63774444 Longitude DD
-97.66943333 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13194 x
-10872511.5843632 y
4114760.38472719 |
|||||||||||||||||||||||||||||||||||||
| 12956 | 6810 1352 X | 12956 | Sequoyah | U.S. 64 | CAMP CREEK TRIB. | 6810 1352 X | (3) 10ft. X 9ft. X 124.6ft. LONG RCB | 1953 | 35.40527778 | -94.57484167 | 34.902 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | 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) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13193 BRKEY
12956 NBI No.
12956 On Under
1 Structure No.
6810 1352 X Control No.
010 Lane Ind.
Milepoint
13520 Facility Carried
U.S. 64 Feature Intersected
CAMP CREEK TRIB. Division
01 County
135 Location
1.4 E JCT US-64B Sufficiency
83.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
8500 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
80 Span Type Main
M Material
1 - Concrete Design
19 Length
34.902 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
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
12956 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
(3) 10ft. X 9ft. X 124.6ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1352 X H Index
66.6362 Latitude
35:24:19 Longitude
-94:34:29.43 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
10-1352 NBI Text
12956 Vault Link
http://plansrv1/bridgemaintvault/b12956 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.40527778 Longitude DD
-94.57484167 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13193 x
-10528023.2165589 y
4219094.08091534 |
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| 12955 | 5156 1283 X | 12955 | Muskogee | U.S. 69 | CREEK | 5156 1283 X | 3-10ft. X 4ft. X 242ft. R. | 1953 | 35.71433056 | -95.40225 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 61.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13192 BRKEY
12955 NBI No.
12955 On Under
1 Structure No.
5156 1283 X Control No.
056 Lane Ind.
Milepoint
12830 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
101 Location
12.8 MI NE C/L Sufficiency
61.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
17200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
87.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.18 HS Inv. Rating Method
1 HS Inv. Method
26.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12955 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 242ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1283 X H Index
96.5908 Latitude
35:42:51.59 Longitude
-95:24:08.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12955 Vault Link
http://plansrv1/bridgemaintvault/b12955 GIS FO/SD
Meets Standards H Inv. Method
14.71 Latitude DD
35.71433056 Longitude DD
-95.40225 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13192 x
-10620129.8905326 y
4261384.55906438 |
|||||||||||||||||||||||||||||||||||||
| 12954 | 0614 1223 X | 12954 | Blaine | S.H. 8 | CREEK | 0614 1223 X | 3-10ft.X5ft.X38ft. RDY. R.C.B | 1953 | 35.97096667 | -98.33902778 | 33.136 | 40 | — | 3 | 0 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | 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 | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13191 BRKEY
12954 NBI No.
12954 On Under
1 Structure No.
0614 1223 X Control No.
014 Lane Ind.
Milepoint
12230 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
05 County
011 Location
12.4 MI N U.S. 270 Sufficiency
94.4 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
930 ADT Year
2022 Design Load
HS 20 Skew
0 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39.463 HS Inv. Rating Method
3 HS Inv. Method
30.424 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1488 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
12954 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.X5ft.X38ft. RDY. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0614 1223 X H Index
93.4014 Latitude
35:58:15.48 Longitude
-98:20:20.5 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
12954 Vault Link
http://plansrv1/bridgemaintvault/b12954 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
35.97096667 Longitude DD
-98.33902778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13191 x
-10947050.4975752 y
4296627.1656455 |
|||||||||||||||||||||||||||||||||||||
| 12953 | 5156 1161 X | 12953 | Muskogee | U.S. 69 | CREEK | 5156 1161 X | 3-10ft.X 8ft.X 134ft. R.C. | 1953 | 35.696372 | -95.402856 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13190 BRKEY
12953 NBI No.
12953 On Under
1 Structure No.
5156 1161 X Control No.
056 Lane Ind.
Milepoint
11610 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
101 Location
11.6 MI NE C/L Sufficiency
69.6 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
15900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.8 HS Inv. Rating Method
1 HS Inv. Method
38.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
52.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12953 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 134ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1161 X H Index
97.7585 Latitude
35:41:46.94 Longitude
-95:24:10.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12953 Vault Link
http://plansrv1/bridgemaintvault/b12953 GIS FO/SD
Meets Standards H Inv. Method
21.3 Latitude DD
35.696372 Longitude DD
-95.402856 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13190 x
-10620197.350144 y
4258922.65472741 |
|||||||||||||||||||||||||||||||||||||
| 13150 | 2014 0863 X | 13150 | Custer | S.H. 33 | CREEK | 2014 0863 X | 2-10ft.X10ft.X64ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1954 | 35.63513333 | -99.22415278 | 25.919 | 66.001 | — | 2 | 30 | 2 | 64.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | 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 | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13183 BRKEY
13150 NBI No.
13150 On Under
1 Structure No.
2014 0863 X Control No.
014 Lane Ind.
Milepoint
08630 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
039 Location
8.8 MI E JCT S.H. 34 Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
64.003 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
1954 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
64.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
66.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.13 HS Inv. Rating Method
1 HS Inv. Method
28.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
49.088324 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
13150 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X64ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 0863 X H Index
96.04 Latitude
35:38:06.48 Longitude
-99:13:26.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13150 Vault Link
http://plansrv1/bridgemaintvault/b13150 GIS FO/SD
Meets Standards H Inv. Method
16.04 Latitude DD
35.63513333 Longitude DD
-99.22415278 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13183 x
-11045582.1618636 y
4250531.72884086 |
|||||||||||||||||||||||||||||||||||||
| 13149 | 1120 0724 X | 13149 | Cherokee | S.H. 82 | COOKSON CREEK | 1120 0724 X | 2-10ft.X 8ft.X 30ft. R.C.B | 1954 | 35.71635556 | -94.91267222 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.6 | 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 | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13182 BRKEY
13149 NBI No.
13149 On Under
1 Structure No.
1120 0724 X Control No.
020 Lane Ind.
Milepoint
07240 Facility Carried
S.H. 82 Feature Intersected
COOKSON CREEK Division
01 County
021 Location
7.2 MI N SEQUOYAH CL Sufficiency
63.6 Kind Hwy
3 Level Service
1 Route No.
00082 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
1954 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.8 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
62.75849 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
13149 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 30ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1120 0724 X H Index
97.5924 Latitude
35:42:58.88 Longitude
-94:54:45.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
13149 Vault Link
http://plansrv1/bridgemaintvault/b13149 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
35.71635556 Longitude DD
-94.91267222 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13182 x
-10565630.3413593 y
4261662.19720694 |
|||||||||||||||||||||||||||||||||||||
| 13148 | 5618 0586 X | 13148 | Okmulgee | S.H. 52 | MOORE CREEK | 5618 0586 X | (2) 10ft. X 10ft. X 36ft. LONG RCB | 1954 | 35.59233333 | -95.85531111 | 21 | 36 | — | 2 | 0 | 2 | 34 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13181 BRKEY
13148 NBI No.
13148 On Under
1 Structure No.
5618 0586 X Control No.
018 Lane Ind.
Milepoint
05860 Facility Carried
S.H. 52 Feature Intersected
MOORE CREEK Division
01 County
111 Location
5.96 N JCT US-266 Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00052 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
07 - Major Collector (Rural) Year Built
1954 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
34 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
36 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.2 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
13148 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
(2) 10ft. X 10ft. X 36ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5618 0586 X H Index
95.5099 Latitude
35:35:32.4 Longitude
-95:51:19.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 52 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0586 NBI Text
13148 Vault Link
http://plansrv1/bridgemaintvault/b13148 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
35.59233333 Longitude DD
-95.85531111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13181 x
-10670564.422596 y
4244671.08704637 |
|||||||||||||||||||||||||||||||||||||
| 13147 | 5618 0557 X | 13147 | Okmulgee | S.H. 52 | MOORE CREEK TRIB. | 5618 0557 X | (2) 10ft. X 7ft. X 44ft. LONG RCB | 1954 | 35.58818889 | -95.85531111 | 21 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13180 BRKEY
13147 NBI No.
13147 On Under
1 Structure No.
5618 0557 X Control No.
018 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 52 Feature Intersected
MOORE CREEK TRIB. Division
01 County
111 Location
5.57 N JCT US-266 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00052 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
1954 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.13 HS Inv. Rating Method
1 HS Inv. Method
41.39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
13147 ODOT County
56 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 7ft. X 44ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5618 0557 X H Index
100 Latitude
35:35:17.48 Longitude
-95:51:19.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 52 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0557 NBI Text
13147 Vault Link
http://plansrv1/bridgemaintvault/b13147 GIS FO/SD
Meets Standards H Inv. Method
22.99 Latitude DD
35.58818889 Longitude DD
-95.85531111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13180 x
-10670564.422596 y
4244103.75167615 |
|||||||||||||||||||||||||||||||||||||
| 13146 | 3028 0519 X | 13146 | Harper | S.H. 34 | CREEK | 3028 0519 X | 2-10ft.X 7ft.X 46ft. R.C. BOX | 1954 | 36.66420278 | -99.36740278 | 20.997 | 46.001 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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) | B | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13179 BRKEY
13146 NBI No.
13146 On Under
1 Structure No.
3028 0519 X Control No.
028 Lane Ind.
Milepoint
05190 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
06 County
059 Location
5.4 MI N WOODWARD CO Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 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
1954 ADT Total
410 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
46.001 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
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
78.06 HS Inv. Rating Method
1 HS Inv. Method
46.74 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13146 ODOT County
30 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 7ft.X 46ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3028 0519 X H Index
76.1704 Latitude
36:39:51.13 Longitude
-99:22:02.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13146 Vault Link
http://plansrv1/bridgemaintvault/b13146 GIS FO/SD
Meets Standards H Inv. Method
25.96 Latitude DD
36.66420278 Longitude DD
-99.36740278 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13179 x
-11061528.6789197 y
4392403.77216313 |
|||||||||||||||||||||||||||||||||||||
| 13145 | 3028 0454 X | 13145 | Harper | S.H. 34 | CREEK | 3028 0454 X | 2-10ft.X 10ft.X 45.5ft. R. SKEW 30 LF | 1954 | 36.65470278 | -99.36745833 | 21.001 | 45.499 | — | 2 | 30 | 2 | 30.098 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | 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) | B | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13178 BRKEY
13145 NBI No.
13145 On Under
1 Structure No.
3028 0454 X Control No.
028 Lane Ind.
Milepoint
04540 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
06 County
059 Location
4.7 MI N WOODWARD CO Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.501 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
1954 ADT Total
410 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
30.098 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
21.001 Deck Width
45.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13145 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 45.5ft. R. SKEW 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3028 0454 X H Index
64.0967 Latitude
36:39:16.93 Longitude
-99:22:02.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13145 Vault Link
http://plansrv1/bridgemaintvault/b13145 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
36.65470278 Longitude DD
-99.36745833 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13178 x
-11061534.8627174 y
4391085.47583941 |
|||||||||||||||||||||||||||||||||||||
| 13054 | 4134T1890 X | 13054 | Lincoln | CO. RD. N3470 | TURNER TP (I-44) UNDER | 4134T1890 X | 25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 78 RF | 1953 | 35.73059167 | -96.82278611 | 132.874 | 21.699 | — | 4 | 12 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13177 BRKEY
13054 NBI No.
13054 On Under
1 Structure No.
4134T1890 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3470 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
35.2 MI N E JCT I-35 Sufficiency
68.2 Kind Hwy
4 Level Service
1 Route No.
N3470 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
2022 Design Load
H 15 Skew
12 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
132.874 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
6 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
6 HS Operating Rating Method
1 HS Operating Rating
54.6 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1601 Min Measured Clearance
1505 NBI Rating
13054 ODOT County
41 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
25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 78 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1890 X H Index
94.2256 Latitude
35:43:50.13 Longitude
-96:49:22.03 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N3470 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.20 NBI Text
13054 Vault Link
http://plansrv1/bridgemaintvault/b13054 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.73059167 Longitude DD
-96.82278611 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13177 x
-10778263.2469512 y
4263614.24189729 |
|||||||||||||||||||||||||||||||||||||
| 13053 | 4134R1780 X | 13053 | Lincoln | CO. RD. N3460 | TURNER TP (I-44) UNDER | 4134T1780 X | 25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 77 RF | 1953 | 35.727486 | -96.840489 | 130.906 | 21.699 | — | 4 | 13 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13176 BRKEY
13053 NBI No.
13053 On Under
1 Structure No.
4134R1780 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3460 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
34.1 MI N E JCT I-35 Sufficiency
62 Kind Hwy
4 Level Service
1 Route No.
N3460 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
2018 Design Load
H 15 Skew
13 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5.499 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
130.906 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
6 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
7 HS Operating Rating Method
1 HS Operating Rating
44.974 HS Inv. Rating Method
1 HS Inv. Method
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2038 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1510 Min Measured Clearance
1502 NBI Rating
13053 ODOT County
41 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
25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 77 RF Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1780 X H Index
89.6179 Latitude
35:43:38.95 Longitude
-96:50:25.76 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N3460 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34.10 NBI Text
13053 Vault Link
http://plansrv1/bridgemaintvault/b13053 GIS FO/SD
FO H Inv. Method
18.96 Latitude DD
35.727486 Longitude DD
-96.840489 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13176 x
-10780233.9236516 y
4263188.36501386 |
|||||||||||||||||||||||||||||||||||||
| 13052 | 4134T1630 X | 13052 | Lincoln | CO. RD. N3445 | TURNER TP (I-44) UNDER | 4134T1630 X | 25ft.,2-39ft.,25ft. I-BEAM S | 1953 | 35.72264167 | -96.86714722 | 133.858 | 21.699 | — | 4 | 12 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13175 BRKEY
13052 NBI No.
13052 On Under
1 Structure No.
4134T1630 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3445 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
32.6 MI N E JCT I-35 Sufficiency
69.1 Kind Hwy
4 Level Service
1 Route No.
N3445 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
2022 Design Load
H 15 Skew
12 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
133.858 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.1 HS Inv. Rating Method
1 HS Inv. Method
32.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1600 Min Measured Clearance
1508 NBI Rating
13052 ODOT County
41 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
25ft.,2-39ft.,25ft. I-BEAM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1630 X H Index
89.3333 Latitude
35:43:21.51 Longitude
-96:52:01.73 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3445 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.60 NBI Text
13052 Vault Link
http://plansrv1/bridgemaintvault/b13052 GIS FO/SD
FO H Inv. Method
22.8 Latitude DD
35.72264167 Longitude DD
-96.86714722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13175 x
-10783201.5031275 y
4262524.10087315 |
|||||||||||||||||||||||||||||||||||||
| 13051 | 4134T1060 X | 13051 | Lincoln | CO. RD. N3390 | TURNER TP (I-44) UNDER | 4134T1060 X | 25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 75 RF | 1953 | 35.70249722 | -96.964225 | 134.843 | 21.801 | — | 4 | 15 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13174 BRKEY
13051 NBI No.
13051 On Under
1 Structure No.
4134T1060 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3390 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
27.0 MI N E JCT I-35 Sufficiency
66.3 Kind Hwy
4 Level Service
1 Route No.
N3390 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 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
2022 Design Load
H 15 Skew
15 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
22.999 Span Type Main
M Material
3 - Steel Design
02 Length
134.843 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
6 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
52.8 HS Inv. Rating Method
1 HS Inv. Method
31.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1710 Min Measured Clearance
1510 NBI Rating
13051 ODOT County
41 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
25ft.,2-39ft.,25ft. I-BEAM SPANS, SK 75 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1060 X H Index
90.9299 Latitude
35:42:08.99 Longitude
-96:57:51.21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3390 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.00 NBI Text
13051 Vault Link
http://plansrv1/bridgemaintvault/b13051 GIS FO/SD
FO H Inv. Method
22.4 Latitude DD
35.70249722 Longitude DD
-96.964225 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13174 x
-10794008.1521644 y
4259762.28699999 |
|||||||||||||||||||||||||||||||||||||
| 13050 | 1937T0992 X | 13050 | Creek | CO. RD. N3680 | TURNER TP (I-44) UNDER | 1937T0990 X | 26ft.,2-40ft.,26ft. I-BEAM SPANS, SK 72 RF | 1953 | 35.82796944 | -96.45859444 | 137.139 | 21.699 | — | 4 | 18 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13173 BRKEY
13050 NBI No.
13050 On Under
1 Structure No.
1937T0992 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3680 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
57.0 MI N E JCT I-35 Sufficiency
65.7 Kind Hwy
4 Level Service
1 Route No.
N3680 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.499 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
2022 Design Load
H 15 Skew
18 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
137.139 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
6 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
51.7 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1604 Min Measured Clearance
1503 NBI Rating
13050 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
26ft.,2-40ft.,26ft. I-BEAM SPANS, SK 72 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0990 X H Index
89.0706 Latitude
35:49:40.69 Longitude
-96:27:30.94 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3680 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57.00 NBI Text
13050 Vault Link
http://plansrv1/bridgemaintvault/b13050 GIS FO/SD
FO H Inv. Method
22.1 Latitude DD
35.82796944 Longitude DD
-96.45859444 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13173 x
-10737721.6156957 y
4276975.97796038 |
|||||||||||||||||||||||||||||||||||||
| 13049 | 1937T0507 X | 13049 | Creek | CO. RD. D3630 | TURNER TP (I-44) UNDER | 1937T0500 X | 25ft.,2-38ft.,25ft. I-BEAM SPANS | 1953 | 35.80586667 | -96.54046667 | 129.921 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13172 BRKEY
13049 NBI No.
13049 On Under
1 Structure No.
1937T0507 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. D3630 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
52.1 MI N E JCT I-35 Sufficiency
68.8 Kind Hwy
4 Level Service
1 Route No.
D3630 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
2022 Design Load
H 15 Skew
0 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
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
129.921 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 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
59.9 HS Inv. Rating Method
1 HS Inv. Method
35.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1601 Min Measured Clearance
1506 NBI Rating
13049 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
25ft.,2-38ft.,25ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0500 X H Index
92.4838 Latitude
35:48:21.12 Longitude
-96:32:25.68 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 3630 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52.10 NBI Text
13049 Vault Link
http://plansrv1/bridgemaintvault/b13049 GIS FO/SD
FO H Inv. Method
24.9 Latitude DD
35.80586667 Longitude DD
-96.54046667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13172 x
-10746835.5906494 y
4273941.69967738 |
|||||||||||||||||||||||||||||||||||||
| 13323 | 4043 1746 X | 13323 | Le Flore | U.S. 259 | CREEK | 4043 1746 X | (2) 10ft. X 10ft. X 56ft. RCB SK 30° | 1955 | 34.67206389 | -94.64946111 | 26.6 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13165 BRKEY
13323 NBI No.
13323 On Under
1 Structure No.
4043 1746 X Control No.
043 Lane Ind.
Milepoint
17460 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
079 Location
17.46 N MCCURTAIN C/L Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1955 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
26.6 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.2 HS Inv. Rating Method
1 HS Inv. Method
53.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
60 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
13323 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
(2) 10ft. X 10ft. X 56ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 1746 X H Index
97.68 Latitude
34:40:19.43 Longitude
-94:38:58.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
170 NBI Text
13323 Vault Link
http://plansrv1/bridgemaintvault/b13323 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.67206389 Longitude DD
-94.64946111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13165 x
-10536329.8146229 y
4119404.75825429 |
|||||||||||||||||||||||||||||||||||||
| 13322 | 4043 1643 X | 13322 | Le Flore | U.S. 259 | CREEK | 4043 1643 X | (2) 8ft. X 7ft. X 54ft. RCB SK 45° | 1955 | 34.65714167 | -94.64863333 | 26.9 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13164 BRKEY
13322 NBI No.
13322 On Under
1 Structure No.
4043 1643 X Control No.
043 Lane Ind.
Milepoint
16430 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
079 Location
16.43 N MCCURTAIN C/L Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1955 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.7 HS Inv. Rating Method
1 HS Inv. Method
53.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
60 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
13322 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
(2) 8ft. X 7ft. X 54ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 1643 X H Index
97.68 Latitude
34:39:25.71 Longitude
-94:38:55.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
169 NBI Text
13322 Vault Link
http://plansrv1/bridgemaintvault/b13322 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
34.65714167 Longitude DD
-94.64863333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13164 x
-10536237.6665749 y
4117385.13167679 |
|||||||||||||||||||||||||||||||||||||
| 13321 | 7112 1571 X | 13321 | Tillman | S.H. 5 | CREEK | 7112 1571 X | 2-10ft.x5ft.x32ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1955 | 34.39203611 | -99.07161667 | 21.982 | 34.003 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13163 BRKEY
13321 NBI No.
13321 On Under
1 Structure No.
7112 1571 X Control No.
012 Lane Ind.
Milepoint
15710 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
3.1 MI W JCT U.S. 183 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00005 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
1955 ADT Total
1200 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.888 HS Inv. Rating Method
1 HS Inv. Method
32.298 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
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13321 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x5ft.x32ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7112 1571 X H Index
67.9759 Latitude
34:23:31.33 Longitude
-99:04:17.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13321 Vault Link
http://plansrv1/bridgemaintvault/b13321 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
34.39203611 Longitude DD
-99.07161667 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13163 x
-11028601.9197708 y
4081565.15976894 |
|||||||||||||||||||||||||||||||||||||
| 13320 | 4512 1520 X | 13320 | McCurtain | S.H. 3 | SCHAMBUGER CREEK | 4512 1520 X | (2) 10ft. X 8ft. X 32.4ft.0 LONG RCB | 1955 | 33.82311389 | -94.60894444 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13162 BRKEY
13320 NBI No.
13320 On Under
1 Structure No.
4512 1520 X Control No.
012 Lane Ind.
Milepoint
15200 Facility Carried
S.H. 3 Feature Intersected
SCHAMBUGER CREEK Division
02 County
089 Location
15.2 E JCT US-259 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1955 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13320 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
(2) 10ft. X 8ft. X 32.4ft.0 LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 1520 X H Index
100 Latitude
33:49:23.21 Longitude
-94:36:32.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44 NBI Text
13320 Vault Link
http://plansrv1/bridgemaintvault/b13320 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
33.82311389 Longitude DD
-94.60894444 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13162 x
-10531819.5195499 y
4005075.20109078 |
|||||||||||||||||||||||||||||||||||||
| 13319 | 6220 1464 X | 13319 | Pontotoc | S.H. 48 | CREEK | 6220 1464 X | 2-10ft. X 9ft. X 32ft. RDY R.C. BOX WITH HANDRAILS | 1955 | 34.87598889 | -96.41495556 | 22.966 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.8 | 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 | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13161 BRKEY
13319 NBI No.
13319 On Under
1 Structure No.
6220 1464 X Control No.
020 Lane Ind.
Milepoint
14640 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
123 Location
14.6 MI N COAL C/L Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
680 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 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
22.966 Deck Width
22.001 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
5 Culv. Rating
7 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
45.8 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13319 ODOT County
62 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 9ft. X 32ft. RDY R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6220 1464 X H Index
97.6401 Latitude
34:52:33.56 Longitude
-96:24:53.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13319 Vault Link
http://plansrv1/bridgemaintvault/b13319 GIS FO/SD
Meets Standards H Inv. Method
15.3 Latitude DD
34.87598889 Longitude DD
-96.41495556 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13161 x
-10732863.7577953 y
4147041.27387239 |
|||||||||||||||||||||||||||||||||||||
| 13318 | 7032 1406 X | 13318 | Texas | S.H. 95 | CREEK | 7032 1406 X | 2-10ft.X 4ft.X 46.4ft. RCB | 1955 | 36.96524722 | -101.90215 | 20.997 | 46.401 | — | 2 | 0 | 2 | 44.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | 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 | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13160 BRKEY
13318 NBI No.
13318 On Under
1 Structure No.
7032 1406 X Control No.
032 Lane Ind.
Milepoint
14060 Facility Carried
S.H. 95 Feature Intersected
CREEK Division
06 County
139 Location
1.9 MI S KANSAS LINE Sufficiency
92 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.401 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
890 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
46.401 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
57.48 HS Inv. Rating Method
1 HS Inv. Method
34.48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
59.030263 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
13318 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.X 4ft.X 46.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7032 1406 X H Index
91.08 Latitude
36:57:54.89 Longitude
-101:54:07.74 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
13318 Vault Link
http://plansrv1/bridgemaintvault/b13318 GIS FO/SD
Meets Standards H Inv. Method
19.16 Latitude DD
36.96524722 Longitude DD
-101.90215 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13160 x
-11343695.4487398 y
4434263.8043013 |
|||||||||||||||||||||||||||||||||||||
| 13227 | 5611 0062 X | 13227 | Okmulgee | BNSF R.R. | U.S. 75 UNDER | 5611 0062 X | RAILROAD: 47ft. - (2) 62ft. - 47ft. PLATE GIRDER SK 44° | 1954 | 35.61792222 | -95.96109722 | 222.1 | 16.801 | — | 4 | 46 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 21700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13159 BRKEY
13227 NBI No.
13227 On Under
2 Structure No.
5611 0062 X Control No.
011 Lane Ind.
Milepoint
00620 Facility Carried
BNSF R.R. Feature Intersected
U.S. 75 UNDER Division
01 County
111 Location
0.62 N JCT US-62 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.599 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1954 ADT Total
21700 ADT Year
2022 Design Load
Railroad Skew
46 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
222.1 Deck Width
16.801 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
34720 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1600 Min Measured Clearance
1509 NBI Rating
13227 ODOT County
56 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
RAILROAD: 47ft. - (2) 62ft. - 47ft. PLATE GIRDER SK 44° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5611 0062 X H Index
95.7328 Latitude
35:37:04.52 Longitude
-95:57:39.95 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 75 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11-0062 NBI Text
13227 Vault Link
http://plansrv1/bridgemaintvault/b13227 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.61792222 Longitude DD
-95.96109722 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13159 x
-10682340.4784942 y
4248174.61936073 |
|||||||||||||||||||||||||||||||||||||
| 13226 | 5718R1135 X | 13226 | Osage | S.H. 20 | BUG CREEK | 5718 1135 X | 66ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 45 DEG. | 1954 | 36.44119722 | -96.53597778 | 209.974 | 32.999 | — | 3 | 45 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13158 BRKEY
13226 NBI No.
13226 On Under
1 Structure No.
5718R1135 X Control No.
018 Lane Ind.
Milepoint
11350 Facility Carried
S.H. 20 Feature Intersected
BUG CREEK Division
08 County
113 Location
11.7 MI. E. JCT. SH18 Sufficiency
34.2 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13226 ODOT County
57 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
66ft.-80ft.-64ft. CONT. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5718 1135 X H Index
57.1435 Latitude
36:26:28.31 Longitude
-96:32:09.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13226 Vault Link
http://plansrv1/bridgemaintvault/b13226 GIS FO/SD
FOSD H Inv. Method
23.3 Latitude DD
36.44119722 Longitude DD
-96.53597778 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13158 x
-10746335.8897004 y
4361500.48883839 |
|||||||||||||||||||||||||||||||||||||
| 13225 | 7520 1132 X | 13225 | Washita | S.H. 54 | CAVALRY CREEK | 7520 1132 X | 40ft.-40ft.-50ft.-40ft.-40ft. WEATHERING I-BEAM SPANS, SK. 30 DEG. R.F. | 1954 | 35.276825 | -98.852497 | 212 | 34 | — | 5 | 30 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13157 BRKEY
13225 NBI No.
13225 On Under
1 Structure No.
7520 1132 X Control No.
020 Lane Ind.
Milepoint
11320 Facility Carried
S.H. 54 Feature Intersected
CAVALRY CREEK Division
05 County
149 Location
11.9 MI N KIOWA C/L Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 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
1954 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
212 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
68.4 HS Inv. Rating Method
3 HS Inv. Method
52.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 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
13225 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-40ft.-50ft.-40ft.-40ft. WEATHERING I-BEAM SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7520 1132 X H Index
78.4511 Latitude
35:16:36.57 Longitude
-98:51:08.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
13225 Vault Link
http://plansrv1/bridgemaintvault/b13225 GIS FO/SD
Meets Standards H Inv. Method
52.6 Latitude DD
35.276825 Longitude DD
-98.852497 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13157 x
-11004209.6296836 y
4201564.48100863 |
|||||||||||||||||||||||||||||||||||||
| 13224 | 5507 0515 X | 13224 | Oklahoma | I-44 | PENN. AVE. UNDER | 5507 0515 X | 44ft.,2-60ft.,44ft. RIGID FRAME CONC. GIRDER SPANS | 1954 | 35.51400833 | -97.54747222 | 212.343 | 116.959 | — | 4 | 5 | 6 | 112.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 88700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13156 BRKEY
13224 NBI No.
13224 On Under
1 Structure No.
5507 0515 X Control No.
007 Lane Ind.
Milepoint
05150 Facility Carried
I-44 Feature Intersected
PENN. AVE. UNDER Division
04 County
109 Location
5.11 MI N & E JCT I40 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
56.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1954 ADT Total
88700 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
4 Road Width
112.001 Ref. Underclearance Rt.
H Underclearance Right
7.697 Underclearance Left
10 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
112.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
212.343 Deck Width
116.959 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 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
141920 Future ADT Year
2042 Bypass Detour
3.99999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1705 Min Measured Clearance
1608 NBI Rating
13224 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft.,2-60ft.,44ft. RIGID FRAME CONC. GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0515 X H Index
90.6441 Latitude
35:30:50.43 Longitude
-97:32:50.9 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13224 Vault Link
http://plansrv1/bridgemaintvault/b13224 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.51400833 Longitude DD
-97.54747222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13156 x
-10858934.9357014 y
4233954.08264407 |
|||||||||||||||||||||||||||||||||||||
| 13223 | 4718 1505 X | 13223 | Major | S.H. 8 | SAND CREEK | 4718 1505 X | 5-40ft. I-BM. SPANS | 1954 | 36.275236 | -98.451867 | 201.115 | 33.3 | — | 5 | 0 | 2 | 31.2 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13155 BRKEY
13223 NBI No.
13223 On Under
1 Structure No.
4718 1505 X Control No.
018 Lane Ind.
Milepoint
15050 Facility Carried
S.H. 8 Feature Intersected
SAND CREEK Division
06 County
093 Location
1.6 MI E JCT US 60 Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.2 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
1954 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
31.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
33.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13223 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4718 1505 X H Index
73.5047 Latitude
36:16:30.85 Longitude
-98:27:06.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13223 Vault Link
http://plansrv1/bridgemaintvault/b13223 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.275236 Longitude DD
-98.451867 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13155 x
-10959611.7020871 y
4338559.81115944 |
|||||||||||||||||||||||||||||||||||||
| 13507 | 0209 0312 X | 13507 | Alfalfa | S.H. 8 | WEST CLAY CREEK | 0209 0312 X | 40ft.-50ft.-40ft. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS | 1955 | 36.61591389 | -98.39733056 | 132.001 | 32.999 | — | 3 | 30 | 2 | 30.801 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13152 BRKEY
13507 NBI No.
13507 On Under
1 Structure No.
0209 0312 X Control No.
009 Lane Ind.
Milepoint
03120 Facility Carried
S.H. 8 Feature Intersected
WEST CLAY CREEK Division
06 County
003 Location
3.2 MI.N.JCT.SH45 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.659 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
1955 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30.801 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.799 Span Type Main
M Material
3 - Steel Design
02 Length
132.001 Deck Width
32.999 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
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.4 HS Inv. Rating Method
1 HS Inv. Method
53.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13507 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-50ft.-40ft. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0209 0312 X H Index
93.4209 Latitude
36:36:57.29 Longitude
-98:23:50.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 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
13507 Vault Link
http://plansrv1/bridgemaintvault/b13507 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.61591389 Longitude DD
-98.39733056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13152 x
-10953540.7333566 y
4385704.50482723 |
|||||||||||||||||||||||||||||||||||||
| 13504 | 1649 0886WXR | 13504 | Comanche | I-44 RAMP S-W | I-44 SB UNDER | 1649 0886WX | 37ft.-50ft.-37ft. CONC. SLAB SPANS | 1955 | 34.62277778 | -98.38861111 | 125.984 | 35 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13149 BRKEY
13504 NBI No.
13504 On Under
1 Structure No.
1649 0886WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-44 RAMP S-W Feature Intersected
I-44 SB UNDER Division
07 County
031 Location
JCT.I-44 & US62 Sufficiency
75 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1955 ADT Total
3150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
6.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
125.984 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5040 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1803 Min Measured Clearance
1603 NBI Rating
13504 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-50ft.-37ft. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0886WX H Index
99.3577 Latitude
34:37:22 Longitude
-98:23:19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 RAMP S-W Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
134 NBI Text
13504 Vault Link
http://plansrv1/bridgemaintvault/b13504 GIS FO/SD
FO H Inv. Method
51 Latitude DD
34.62277778 Longitude DD
-98.38861111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13149 x
-10952570.0886226 y
4112735.58235649 |
|||||||||||||||||||||||||||||||||||||
| 13317 | 4522 0942 X | 13317 | McCurtain | S.H. 37 | BOKCHITO CREEK | 4522 0942 X | (2) 10ft. X 12ft. X 39.5ft. LONG RCB SK 30° | 1955 | 33.89562222 | -94.90645833 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13142 BRKEY
13317 NBI No.
13317 On Under
1 Structure No.
4522 0942 X Control No.
022 Lane Ind.
Milepoint
09420 Facility Carried
S.H. 37 Feature Intersected
BOKCHITO CREEK Division
02 County
089 Location
9.4 N-E TX S/L Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.33 HS Inv. Rating Method
1 HS Inv. Method
37.39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13317 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
(2) 10ft. X 12ft. X 39.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4522 0942 X H Index
97.161 Latitude
33:53:44.24 Longitude
-94:54:23.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70 NBI Text
13317 Vault Link
http://plansrv1/bridgemaintvault/b13317 GIS FO/SD
Meets Standards H Inv. Method
20.77 Latitude DD
33.89562222 Longitude DD
-94.90645833 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13142 x
-10564938.6142886 y
4014795.23655768 |
|||||||||||||||||||||||||||||||||||||
| 13316 | 6608R0770 X | 13316 | Rogers | S.H. 20 | CREEK | 6608 0770 X | 2-10ft.X8ft.X36ft. RCB | 1955 | 36.30737778 | -95.68226667 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13141 BRKEY
13316 NBI No.
13316 On Under
1 Structure No.
6608R0770 X Control No.
008 Lane Ind.
Milepoint
07700 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
7.8 MI E TULSA C/L Sufficiency
82 Kind Hwy
3 Level Service
1 Route No.
00020 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
06 - Minor Arterial (Rural) Year Built
1955 ADT Total
10100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 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
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
16160 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13316 ODOT County
66 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.X8ft.X36ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6608 0770 X H Index
93.334 Latitude
36:18:26.56 Longitude
-95:40:56.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13316 Vault Link
http://plansrv1/bridgemaintvault/b13316 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.30737778 Longitude DD
-95.68226667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13141 x
-10651301.2036506 y
4342998.92574201 |
|||||||||||||||||||||||||||||||||||||
| 13315 | 4522 0770 X | 13315 | McCurtain | S.H. 37 | SAND CREEK | 4522 0770 X | (2) 10ft. X 10ft. X 39.5ft. LONG RCB SK 30° | 1955 | 33.89577222 | -94.93781667 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.2 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13140 BRKEY
13315 NBI No.
13315 On Under
1 Structure No.
4522 0770 X Control No.
022 Lane Ind.
Milepoint
07700 Facility Carried
S.H. 37 Feature Intersected
SAND CREEK Division
02 County
089 Location
7.7 N-E TX S/L Sufficiency
95.2 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.2 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13315 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
(2) 10ft. X 10ft. X 39.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4522 0770 X H Index
96.7852 Latitude
33:53:44.78 Longitude
-94:56:16.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69 NBI Text
13315 Vault Link
http://plansrv1/bridgemaintvault/b13315 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
33.89577222 Longitude DD
-94.93781667 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13140 x
-10568429.4087296 y
4014815.35322507 |
|||||||||||||||||||||||||||||||||||||
| 13314 | 0846 0759 X | 13314 | Caddo | S.H. 19 | COOK CREEK | 0846 0759 X | 2-10ft.X 12ft.X 106ft. R.C.BOX SK11 DEG | 1955 | 34.89822222 | -98.50358889 | 22.966 | 0 | — | 2 | 11 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 440 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13139 BRKEY
13314 NBI No.
13314 On Under
1 Structure No.
0846 0759 X Control No.
046 Lane Ind.
Milepoint
07590 Facility Carried
S.H. 19 Feature Intersected
COOK CREEK Division
07 County
015 Location
2.6 MI E JCT SH 58 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00019 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
1955 ADT Total
440 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
18 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
704 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13314 ODOT County
08 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 106ft. R.C.BOX SK11 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 0759 X H Index
98.4507 Latitude
34:53:53.6 Longitude
-98:30:12.92 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
97 NBI Text
13314 Vault Link
http://plansrv1/bridgemaintvault/b13314 GIS FO/SD
Meets Standards H Inv. Method
56.9 Latitude DD
34.89822222 Longitude DD
-98.50358889 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13139 x
-10965369.3565448 y
4150058.53766491 |
|||||||||||||||||||||||||||||||||||||
| 13313 | 6904 0571 X | 13313 | Stephens | U.S. 81 | STAGE STAND CREEK | 6904 0571 X | 2-10ft.X 10ft.X 128ft. R.C. BOX WITH 4ft. DROP INLET | 1955 | 34.57545833 | -97.96665278 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13138 BRKEY
13313 NBI No.
13313 On Under
1 Structure No.
6904 0571 X Control No.
004 Lane Ind.
Milepoint
05710 Facility Carried
U.S. 81 Feature Intersected
STAGE STAND CREEK Division
07 County
137 Location
1.2 MI S JCT SH 7 Sufficiency
73.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1955 ADT Total
14400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
47.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.95 HS Inv. Rating Method
1 HS Inv. Method
34.17 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23040 Future ADT Year
2042 Bypass Detour
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
13313 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
2-10ft.X 10ft.X 128ft. R.C. BOX WITH 4ft. DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6904 0571 X H Index
98.7259 Latitude
34:34:31.65 Longitude
-97:57:59.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
9 NBI Text
13313 Vault Link
http://plansrv1/bridgemaintvault/b13313 GIS FO/SD
Meets Standards H Inv. Method
18.98 Latitude DD
34.57545833 Longitude DD
-97.96665278 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13138 x
-10905597.902191 y
4106336.25213861 |
|||||||||||||||||||||||||||||||||||||
| 13312 | 7314 0462 X | 13312 | Wagoner | S.H. 51 | GAR CREEK TRIB. | 7314 0462 X | 2-10ft. X 11ft. X 169ft. R.C. BOX | 1955 | 35.951639 | -95.569969 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60 | Fair (5) | 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 | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13137 BRKEY
13312 NBI No.
13312 On Under
1 Structure No.
7314 0462 X Control No.
014 Lane Ind.
Milepoint
04620 Facility Carried
S.H. 51 Feature Intersected
GAR CREEK TRIB. Division
01 County
145 Location
4.7 MI E JCT SH-72 Sufficiency
60 Kind Hwy
3 Level Service
1 Route No.
00051 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
1955 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
72.001 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
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.81 HS Inv. Rating Method
1 HS Inv. Method
25.68 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13312 ODOT County
73 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 11ft. X 169ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0462 X H Index
93.3404 Latitude
35:57:05.9 Longitude
-95:34:11.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13312 Vault Link
http://plansrv1/bridgemaintvault/b13312 GIS FO/SD
Meets Standards H Inv. Method
14.27 Latitude DD
35.951639 Longitude DD
-95.569969 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13137 x
-10638800.2842089 y
4293969.01178819 |
|||||||||||||||||||||||||||||||||||||
| 13222 | 3904 0413 X | 13222 | Latimer | U.S. 270 | FOURCHE MALINE CREEK | 3904 0413 X | 64ft. - 80ft. - 64ft. CONTINUOUS I-BEAM | 1954 | 34.9236 | -95.25332222 | 208.999 | 42.201 | — | 3 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13136 BRKEY
13222 NBI No.
13222 On Under
1 Structure No.
3904 0413 X Control No.
004 Lane Ind.
Milepoint
04130 Facility Carried
U.S. 270 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
077 Location
4.13 E JCT SH-2 Sufficiency
84.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1954 ADT Total
3600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.999 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
54.680665 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
13222 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
64ft. - 80ft. - 64ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 0413 X H Index
100 Latitude
34:55:24.96 Longitude
-95:15:11.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
007 NBI Text
13222 Vault Link
http://plansrv1/bridgemaintvault/b13222 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.9236 Longitude DD
-95.25332222 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13136 x
-10603551.325898 y
4153503.53008797 |
|||||||||||||||||||||||||||||||||||||
| 13221 | 4040 2464 X | 13221 | Le Flore | S.H. 63 | BIG CEDAR CREEK | 4040 2464 X | (3) 50ft. - 30ft. I-BEAM | 1954 | 34.64621389 | -94.65402222 | 181 | 31 | — | 4 | 0 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.3 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13135 BRKEY
13221 NBI No.
13221 On Under
1 Structure No.
4040 2464 X Control No.
040 Lane Ind.
Milepoint
24640 Facility Carried
S.H. 63 Feature Intersected
BIG CEDAR CREEK Division
02 County
079 Location
0.32 W JCT US-259 Sufficiency
72.3 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1954 ADT Total
590 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
181 Deck Width
31 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
5 Chan. Rating
6 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
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 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
13221 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2464 X H Index
98.9528 Latitude
34:38:46.37 Longitude
-94:39:14.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
140 NBI Text
13221 Vault Link
http://plansrv1/bridgemaintvault/b13221 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.64621389 Longitude DD
-94.65402222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13135 x
-10536837.5550656 y
4115906.35753086 |
|||||||||||||||||||||||||||||||||||||
| 13220 | 5824R1362 X | 13220 | Ottawa | S.H. 10 | TAR CREEK | 5824R1362 X | 50ft.-60ft.-60ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS | 1954 | 36.87166667 | -94.86166667 | 170.932 | 33.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.9 | Fair (5) | Critical (2) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 11670 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13134 BRKEY
13220 NBI No.
13220 On Under
1 Structure No.
5824R1362 X Control No.
024 Lane Ind.
Milepoint
13620 Facility Carried
S.H. 10 Feature Intersected
TAR CREEK Division
08 County
115 Location
0.9 MI E US69 Sufficiency
38.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1954 ADT Total
11670 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
13300 Future ADT Year
2017 Bypass Detour
14.912909 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
13220 ODOT County
58 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
2.999 Rt. Curb SW
2.999 Description
50ft.-60ft.-60ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5824R1362 X H Index
100 Latitude
36:52:18 Longitude
-94:51:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 10 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
13220 Vault Link
http://plansrv1/bridgemaintvault/b13220 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.87166667 Longitude DD
-94.86166667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13134 x
-10559952.4295056 y
4421233.84021054 |
|||||||||||||||||||||||||||||||||||||
| 13219 | 1028R0295 X | 13219 | Carter | S.H. 76 | CREEK | 1028 0295 X | 7-25ft. CONC. SLAB SPA | 1954 | 34.49192778 | -97.50936667 | 174.869 | 31.001 | — | 7 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13133 BRKEY
13219 NBI No.
13219 On Under
1 Structure No.
1028R0295 X Control No.
028 Lane Ind.
Milepoint
02950 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
019 Location
3 MI N JCT SH 7 Sufficiency
40.8 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1700 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
174.869 Deck Width
31.001 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
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.714 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2034 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13219 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
7-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1028 0295 X H Index
88.2262 Latitude
34:29:30.94 Longitude
-97:30:33.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13219 Vault Link
http://plansrv1/bridgemaintvault/b13219 GIS FO/SD
SD H Inv. Method
16.535 Latitude DD
34.49192778 Longitude DD
-97.50936667 ODOT County Number
10 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13133 x
-10854693.045279 y
4095048.73178676 |
|||||||||||||||||||||||||||||||||||||
| 13217 | 4118 0322 X | 13217 | Lincoln | S.H. 18B | QUAPAW CREEK | 4118 0322 X | 35ft.-70ft.-35ft. I-BM SPA | 1954 | 35.59378333 | -96.82625556 | 141.076 | 30.2 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Excellent (9) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 460 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13131 BRKEY
13217 NBI No.
13217 On Under
1 Structure No.
4118 0322 X Control No.
018 Lane Ind.
Milepoint
03220 Facility Carried
S.H. 18B Feature Intersected
QUAPAW CREEK Division
03 County
081 Location
3.4 MI E JCT SH 18 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
0018B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
460 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
30.2 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
9 Super Rating
9 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
736 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13217 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-70ft.-35ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4118 0322 X H Index
81.0136 Latitude
35:35:37.62 Longitude
-96:49:34.52 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18B Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13217 Vault Link
http://plansrv1/bridgemaintvault/b13217 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.59378333 Longitude DD
-96.82625556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13131 x
-10778649.4643586 y
4244869.58552412 |
|||||||||||||||||||||||||||||||||||||
| 13503 | 4522 0498 X | 13503 | McCurtain | S.H. 37 | WHITE GRASS CREEK | 4522 0498 X | (5) 25ft. CONCRETE SLAB SK 30° | 1955 | 33.89565833 | -94.98405556 | 125 | 42.201 | — | 5 | 30 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13130 BRKEY
13503 NBI No.
13503 On Under
1 Structure No.
4522 0498 X Control No.
022 Lane Ind.
Milepoint
04980 Facility Carried
S.H. 37 Feature Intersected
WHITE GRASS CREEK Division
02 County
089 Location
5.0 N-E TX S/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
8.077825 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
13503 ODOT County
45 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
1.099 Rt. Curb SW
1.099 Description
(5) 25ft. CONCRETE SLAB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4522 0498 X H Index
80.668 Latitude
33:53:44.37 Longitude
-94:59:02.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
66 NBI Text
13503 Vault Link
http://plansrv1/bridgemaintvault/b13503 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
33.89565833 Longitude DD
-94.98405556 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13130 x
-10573576.6984192 y
4014800.07930685 |
|||||||||||||||||||||||||||||||||||||
| 13500 | 3230 0933 X | 13500 | Hughes | S.H. 48 | LONG GEORGE CREEK | 3230 0933 X | 3-35ft. I-BM. 2-18ft. CU | 1955 | 35.22979722 | -96.40586667 | 105.971 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | 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 | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13127 BRKEY
13500 NBI No.
13500 On Under
1 Structure No.
3230 0933 X Control No.
030 Lane Ind.
Milepoint
09330 Facility Carried
S.H. 48 Feature Intersected
LONG GEORGE CREEK Division
03 County
063 Location
8.9 MI N JCT US 270 Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
105.971 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
5 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
78 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1216 Future ADT Year
2042 Bypass Detour
6.213712 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
13500 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. I-BM. 2-18ft. CU Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3230 0933 X H Index
95.8684 Latitude
35:13:47.27 Longitude
-96:24:21.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
13500 Vault Link
http://plansrv1/bridgemaintvault/b13500 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.22979722 Longitude DD
-96.40586667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13127 x
-10731851.9871886 y
4195153.68472718 |
|||||||||||||||||||||||||||||||||||||
| 13499 | 4522 0624 X | 13499 | McCurtain | S.H. 37 | WATERHOLE CREEK | 4522 0624 X | 30ft. - 40ft. - 30ft. WF BEAM | 1955 | 33.89566667 | -94.96194444 | 101.299 | 42.201 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13126 BRKEY
13499 NBI No.
13499 On Under
1 Structure No.
4522 0624 X Control No.
022 Lane Ind.
Milepoint
06240 Facility Carried
S.H. 37 Feature Intersected
WATERHOLE CREEK Division
02 County
089 Location
6.2 N-E TX S/L Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.299 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 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
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13499 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
30ft. - 40ft. - 30ft. WF BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4522 0624 X H Index
100 Latitude
33:53:44.4 Longitude
-94:57:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67 NBI Text
13499 Vault Link
http://plansrv1/bridgemaintvault/b13499 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
33.89566667 Longitude DD
-94.96194444 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13126 x
-10571115.2997999 y
4014801.1977931 |
|||||||||||||||||||||||||||||||||||||
| 13498 | 2532R0597 X | 13498 | Garvin | S.H. 76 | SALT CREEK O'FLOW | 2532 0597 X | 4-25ft. CONCRETE SLAB | 1955 | 34.58846667 | -97.51026667 | 100.066 | 33.136 | — | 4 | 0 | 2 | 27.887 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.3 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13125 BRKEY
13498 NBI No.
13498 On Under
1 Structure No.
2532R0597 X Control No.
032 Lane Ind.
Milepoint
05970 Facility Carried
S.H. 76 Feature Intersected
SALT CREEK O'FLOW Division
03 County
049 Location
6 MI N CARTER C/L Sufficiency
55.3 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
9 Vertical Clearance
N 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
1955 ADT Total
1300 ADT Year
2008 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
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
33.136 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.092 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2028 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13498 ODOT County
25 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. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2532 0597 X H Index
69.0738 Latitude
34:35:18.48 Longitude
-97:30:36.96 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13498 Vault Link
http://plansrv1/bridgemaintvault/b13498 GIS FO/SD
SD H Inv. Method
13.779 Latitude DD
34.58846667 Longitude DD
-97.51026667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13125 x
-10854793.2328207 y
4108095.0948996 |
|||||||||||||||||||||||||||||||||||||
| 13311 | 6736 0446 X | 13311 | Seminole | S.H. 59 | CREEK | 6736 0446 X | 2-10ft.X 8ft.X 32ft. RDY R.C.BOX WITH HANDRAILS | 1955 | 35.14521667 | -96.59663056 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13118 BRKEY
13311 NBI No.
13311 On Under
1 Structure No.
6736 0446 X Control No.
036 Lane Ind.
Milepoint
04460 Facility Carried
S.H. 59 Feature Intersected
CREEK Division
03 County
133 Location
4.4 MI E JCT SH 99 Sufficiency
72 Kind Hwy
3 Level Service
1 Route No.
00059 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
1955 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 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
46.13 HS Inv. Rating Method
1 HS Inv. Method
27.67 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
9.941939 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
13311 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 32ft. RDY R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6736 0446 X H Index
98.0677 Latitude
35:08:42.78 Longitude
-96:35:47.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 59 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13311 Vault Link
http://plansrv1/bridgemaintvault/b13311 GIS FO/SD
Meets Standards H Inv. Method
15.37 Latitude DD
35.14521667 Longitude DD
-96.59663056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13118 x
-10753087.7262852 y
4183633.06249815 |
|||||||||||||||||||||||||||||||||||||
| 13310 | 6902 0422 X | 13310 | Stephens | U.S. 81 | CREEK | 6902 0422 X | 2-10ft.X 7ft.X 71ft. R.C. BOX SK. 30 DEG. | 1955 | 34.35057778 | -97.96484722 | 23.999 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13117 BRKEY
13310 NBI No.
13310 On Under
1 Structure No.
6902 0422 X Control No.
002 Lane Ind.
Milepoint
04220 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
137 Location
1.3 MI S JCT SH 53 Sufficiency
84.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1955 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.96 HS Inv. Rating Method
1 HS Inv. Method
29.37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
42.299998 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
13310 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
2-10ft.X 7ft.X 71ft. R.C. BOX SK. 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6902 0422 X H Index
95.2576 Latitude
34:21:02.08 Longitude
-97:57:53.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
1 NBI Text
13310 Vault Link
http://plansrv1/bridgemaintvault/b13310 GIS FO/SD
Meets Standards H Inv. Method
16.32 Latitude DD
34.35057778 Longitude DD
-97.96484722 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13117 x
-10905396.9081712 y
4075973.76052551 |
|||||||||||||||||||||||||||||||||||||
| 13309 | 0224 0378 X | 13309 | Alfalfa | S.H. 45 | CREEK | 0224 0378 X | 2-10X4X40.5ft. RCB | 1955 | 36.57889722 | -98.46729722 | 20.997 | 40.5 | — | 2 | 0 | 2 | 38.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13116 BRKEY
13309 NBI No.
13309 On Under
1 Structure No.
0224 0378 X Control No.
024 Lane Ind.
Milepoint
03780 Facility Carried
S.H. 45 Feature Intersected
CREEK Division
06 County
003 Location
3.7 MI.E. OF WOODS CL Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00045 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 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
1955 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
38.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.009 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
40.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
42.24 HS Inv. Rating Method
1 HS Inv. Method
25.34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
47.22421 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
13309 ODOT County
02 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
2-10X4X40.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0224 0378 X H Index
86.1483 Latitude
36:34:44.03 Longitude
-98:28:02.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 45 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13309 Vault Link
http://plansrv1/bridgemaintvault/b13309 GIS FO/SD
Meets Standards H Inv. Method
14.08 Latitude DD
36.57889722 Longitude DD
-98.46729722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13116 x
-10961329.3863203 y
4380571.90798228 |
|||||||||||||||||||||||||||||||||||||
| 13308 | 0846 0362 X | 13308 | Caddo | S.H. 19 | CREEK | 0846 0362 X | 2-10ft.X 10ft.X 32ft. R.C.BOX WITH 2ft. CURTAIN WALL DOWNSTREAM | 1955 | 34.89873889 | -98.57325556 | 26.903 | 33.999 | — | 2 | 30 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.6 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13115 BRKEY
13308 NBI No.
13308 On Under
1 Structure No.
0846 0362 X Control No.
046 Lane Ind.
Milepoint
03620 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
015 Location
3.7 MI E KIOWA C/L Sufficiency
84.6 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 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
52.7 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.689931 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
13308 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 32ft. R.C.BOX WITH 2ft. CURTAIN WALL DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 0362 X H Index
84.3593 Latitude
34:53:55.46 Longitude
-98:34:23.72 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
95 NBI Text
13308 Vault Link
http://plansrv1/bridgemaintvault/b13308 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
34.89873889 Longitude DD
-98.57325556 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13115 x
-10973124.6147744 y
4150128.66416099 |
|||||||||||||||||||||||||||||||||||||
| 13307 | 0846 0331 X | 13307 | Caddo | S.H. 19 | CREEK | 0846 0331 X | 2-10ft.X 10ft.X 32ft. R.C.BOX | 1955 | 34.89873611 | -98.57864722 | 22.966 | 33.999 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13114 BRKEY
13307 NBI No.
13307 On Under
1 Structure No.
0846 0331 X Control No.
046 Lane Ind.
Milepoint
03310 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
015 Location
3.4 MI E KIOWA C/L Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1955 ADT Total
1200 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
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
40.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.689931 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
13307 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 32ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 0331 X H Index
97.5986 Latitude
34:53:55.45 Longitude
-98:34:43.13 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
93 NBI Text
13307 Vault Link
http://plansrv1/bridgemaintvault/b13307 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
34.89873611 Longitude DD
-98.57864722 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13114 x
-10973724.8116201 y
4150128.28683645 |