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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 11056 | 5744 0501 X | 11056 | Osage | S.H. 11 | HAY CREEK | 5744 0501 X | (13ft.-17ft.-13ft.) X 15ft. | 1949 | 36.78196111 | -96.70240556 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10901 BRKEY
11056 NBI No.
11056 On Under
1 Structure No.
5744 0501 X Control No.
044 Lane Ind.
Milepoint
05010 Facility Carried
S.H. 11 Feature Intersected
HAY CREEK Division
08 County
113 Location
5.0 MI. E. KAY CL Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1280 Future ADT Year
2042 Bypass Detour
62.137119 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
11056 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 15ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5744 0501 X H Index
88.1011 Latitude
36:46:55.06 Longitude
-96:42:08.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11056 Vault Link
http://plansrv1/bridgemaintvault/b11056 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.78196111 Longitude DD
-96.70240556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10901 x
-10764862.5454238 y
4408758.39811576 |
|||||||||||||||||||||||||||||||||||||
| 11055 | 1702 0234 X | 11055 | Cotton | U.S. 70 | CREEK | 1702 0234 X | (12ft.-14ft.-12ft.)X 10ft.X 38ft. R.C.BOX SK.30 DEG. WITH HANDRAILS | 1949 | 34.18166667 | -98.58 | 47.9 | 40 | — | 3 | 30 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10900 BRKEY
11055 NBI No.
11055 On Under
1 Structure No.
1702 0234 X Control No.
002 Lane Ind.
Milepoint
02340 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
033 Location
2.3 MI E TILLMAN C/L Sufficiency
86.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
37.999 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
47.9 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.81 HS Inv. Rating Method
1 HS Inv. Method
28.68 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 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
11055 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 38ft. R.C.BOX SK.30 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1702 0234 X H Index
97.7049 Latitude
34:10:54 Longitude
-98:34:48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
1 NBI Text
11055 Vault Link
http://plansrv1/bridgemaintvault/b11055 GIS FO/SD
Meets Standards H Inv. Method
15.93 Latitude DD
34.18166667 Longitude DD
-98.58 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10900 x
-10973875.4024009 y
4053221.58412133 |
|||||||||||||||||||||||||||||||||||||
| 11054 | 3402 0143 X | 11054 | Jefferson | U.S. 70 | SALINA CREEK | 3402 0143 X | (12ft. - 14ft. - 12ft.) X 15ft. X 36ft. RCB WITH HANDRAILS | 1949 | 34.16136944 | -98.11506944 | 41.995 | 37.999 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10899 BRKEY
11054 NBI No.
11054 On Under
1 Structure No.
3402 0143 X Control No.
002 Lane Ind.
Milepoint
01430 Facility Carried
U.S. 70 Feature Intersected
SALINA CREEK Division
07 County
067 Location
1.4 MI E COTTON C/L Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1949 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
1216 Future ADT Year
2042 Bypass Detour
44.999999 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
11054 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 15ft. X 36ft. RCB WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3402 0143 X H Index
91.2281 Latitude
34:09:40.93 Longitude
-98:06:54.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
001 NBI Text
11054 Vault Link
http://plansrv1/bridgemaintvault/b11054 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.16136944 Longitude DD
-98.11506944 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10899 x
-10922119.5692075 y
4050490.63551049 |
|||||||||||||||||||||||||||||||||||||
| 11053 | 5804 0094 X | 11053 | Ottawa | U.S. 59 | COAL CREEK | 5804 0094 X | (13ft.-17ft.-13ft.) X 14ft. | 1949 | 36.85922222 | -94.92106667 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.8 | Fair (5) | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10898 BRKEY
11053 NBI No.
11053 On Under
1 Structure No.
5804 0094 X Control No.
004 Lane Ind.
Milepoint
00940 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
08 County
115 Location
0.9 MI W US 69 Sufficiency
74.8 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.7 HS Inv. Rating Method
2 HS Inv. Method
24.4 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2042 Bypass Detour
39.767756 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
11053 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 14ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5804 0094 X H Index
67 Latitude
36:51:33.2 Longitude
-94:55:15.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11053 Vault Link
http://plansrv1/bridgemaintvault/b11053 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
36.85922222 Longitude DD
-94.92106667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10898 x
-10566564.8072588 y
4419502.30383675 |
|||||||||||||||||||||||||||||||||||||
| 10961 | 4014 2530 X | 10961 | Le Flore | U.S. 271 | FOURCHE MALINE CREEK | 4014 2530 X | 120-210-120HI TRUSS | 1948 | 34.928825 | -94.86646944 | 457.021 | 32 | — | 3 | 0 | 2 | 28 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45 | 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) | C | 1800 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
10896 BRKEY
10961 NBI No.
10961 On Under
1 Structure No.
4014 2530 X Control No.
014 Lane Ind.
Milepoint
25300 Facility Carried
U.S. 271 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
079 Location
26 MI N PUSHMATAHA CO Sufficiency
45 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1948 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
457.021 Deck Width
32 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
7 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
38.4 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1410 Max Measured Clearance
1502 Min Measured Clearance
1500 NBI Rating
10961 ODOT County
40 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
1.5 Rt. Curb SW
1.5 Description
120-210-120HI TRUSS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 2530 X H Index
66.3188 Latitude
34:55:43.77 Longitude
-94:51:59.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
077 NBI Text
10961 Vault Link
http://plansrv1/bridgemaintvault/b10961 GIS FO/SD
SD H Inv. Method
14.7 Latitude DD
34.928825 Longitude DD
-94.86646944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10896 x
-10560487.0714164 y
4154212.94758775 |
|||||||||||||||||||||||||||||||||||||
| 10960 | 3312R0567 X | 10960 | Jackson | S.H. 6 | LEBOS OR SANDY CREEK | 3312 0567 X | 2-80ft. PONY TRUSS & 1 | 1948 | 34.46391944 | -99.66355278 | 397.001 | 31.329 | — | 2 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 470 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
10895 BRKEY
10960 NBI No.
10960 On Under
1 Structure No.
3312R0567 X Control No.
012 Lane Ind.
Milepoint
05670 Facility Carried
S.H. 6 Feature Intersected
LEBOS OR SANDY CREEK Division
05 County
065 Location
5.7 MI NE TEXAS ST. LINE Sufficiency
55.2 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
470 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.999 Span Type Main
M Material
3 - Steel Design
10 Length
397.001 Deck Width
31.329 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.848 HS Inv. Rating Method
2 HS Inv. Method
26.015 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
752 Future ADT Year
2032 Bypass Detour
91.962936 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
10960 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PONY TRUSS & 1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3312 0567 X H Index
87.7488 Latitude
34:27:50.11 Longitude
-99:39:48.79 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10960 Vault Link
http://plansrv1/bridgemaintvault/b10960 GIS FO/SD
Meets Standards H Inv. Method
14.44 Latitude DD
34.46391944 Longitude DD
-99.66355278 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10895 x
-11094495.9461181 y
4091266.48454648 |
|||||||||||||||||||||||||||||||||||||
| 10959 | 4504 2346 X | 10959 | McCurtain | U.S. 70 | ROCK CREEK | 4504 2346 X | (4) 53ft. - (5) 33ft. RC GIRDER | 1948 | 34.059517 | -94.476925 | 378.999 | 32.999 | — | 9 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10894 BRKEY
10959 NBI No.
10959 On Under
1 Structure No.
4504 2346 X Control No.
004 Lane Ind.
Milepoint
23460 Facility Carried
U.S. 70 Feature Intersected
ROCK CREEK Division
02 County
089 Location
15.5 E JCT US-259 Sufficiency
54.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1948 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
9 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
378.999 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.059 HS Inv. Rating Method
1 HS Inv. Method
43.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
72.079058 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
10959 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
2.5 Rt. Curb SW
2.5 Description
(4) 53ft. - (5) 33ft. RC GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 2346 X H Index
89.111 Latitude
34:03:34.26 Longitude
-94:28:36.93 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29 NBI Text
10959 Vault Link
http://plansrv1/bridgemaintvault/b10959 GIS FO/SD
Meets Standards H Inv. Method
29.762 Latitude DD
34.059517 Longitude DD
-94.476925 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10894 x
-10517123.1827143 y
4036796.50756618 |
|||||||||||||||||||||||||||||||||||||
| 10958 | 4220R1320 X | 10958 | Logan | S.H. 74 | SKELETON CREEK | 4220 1320 X | 100ft. PONY TRUSS & 5- | 1948 | 36.06027778 | -97.58615278 | 354.003 | 32.999 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.4 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10893 BRKEY
10958 NBI No.
10958 On Under
1 Structure No.
4220R1320 X Control No.
020 Lane Ind.
Milepoint
13200 Facility Carried
S.H. 74 Feature Intersected
SKELETON CREEK Division
04 County
083 Location
13.5 MI N JCT SH 33 Sufficiency
29.4 Kind Hwy
3 Level Service
1 Route No.
00074 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
1948 ADT Total
1800 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 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
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
354.003 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 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
39.022 HS Inv. Rating Method
1 HS Inv. Method
23.369 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2034 Bypass Detour
37.903642 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
10958 ODOT County
42 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
100ft. PONY TRUSS & 5- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4220 1320 X H Index
74.8119 Latitude
36:03:37 Longitude
-97:35:10.15 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10958 Vault Link
http://plansrv1/bridgemaintvault/b10958 GIS FO/SD
SD H Inv. Method
17.306 Latitude DD
36.06027778 Longitude DD
-97.58615278 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10893 x
-10863240.8359442 y
4308918.67459569 |
|||||||||||||||||||||||||||||||||||||
| 10957 | 4504R1631 X | 10957 | McCurtain | U.S. 70 | LUKSUKLA CREEK | 4504 1631 X | (6) 50ft. RC GIRDER | 1948 | 34.04270278 | -94.59782778 | 302.001 | 32.999 | — | 6 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.9 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10892 BRKEY
10957 NBI No.
10957 On Under
1 Structure No.
4504R1631 X Control No.
004 Lane Ind.
Milepoint
16310 Facility Carried
U.S. 70 Feature Intersected
LUKSUKLA CREEK Division
02 County
089 Location
8.4 E JCT US-259 Sufficiency
51.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1948 ADT Total
3200 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
6 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
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
302.001 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
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
55.336 HS Inv. Rating Method
2 HS Inv. Method
30.203 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5120 Future ADT Year
2034 Bypass Detour
72.079058 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
10957 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
2.5 Rt. Curb SW
2.5 Description
(6) 50ft. RC GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1631 X H Index
94.0694 Latitude
34:02:33.73 Longitude
-94:35:52.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
US-70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25 NBI Text
10957 Vault Link
http://plansrv1/bridgemaintvault/b10957 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
34.04270278 Longitude DD
-94.59782778 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10892 x
-10530582.0186194 y
4034537.40844639 |
|||||||||||||||||||||||||||||||||||||
| 10953 | 4504R1618 X | 10953 | McCurtain | U.S. 70 | LICK CREEK | 4504 1618 X | (5) 50ft. RC GIRDER | 1948 | 34.04273333 | -94.60016389 | 252.001 | 32.999 | — | 5 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.9 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10870 BRKEY
10953 NBI No.
10953 On Under
1 Structure No.
4504R1618 X Control No.
004 Lane Ind.
Milepoint
16180 Facility Carried
U.S. 70 Feature Intersected
LICK CREEK Division
02 County
089 Location
8.3 E JCT US-259 Sufficiency
51.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1948 ADT Total
3200 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
5 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
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
252.001 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
5 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
55.336 HS Inv. Rating Method
2 HS Inv. Method
30.203 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5120 Future ADT Year
2034 Bypass Detour
72.079058 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
10953 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
2.5 Rt. Curb SW
2.5 Description
(5) 50ft. RC GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1618 X H Index
96.311 Latitude
34:02:33.84 Longitude
-94:36:00.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
US-70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24 NBI Text
10953 Vault Link
http://plansrv1/bridgemaintvault/b10953 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
34.04273333 Longitude DD
-94.60016389 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10870 x
-10530842.073195 y
4034541.51263009 |
|||||||||||||||||||||||||||||||||||||
| 10952 | 4210R0638 X | 10952 | Logan | S.H. 51 | OTTER CREEK | 4210 0638 X | 100ft. PONY TRUSS & 2- | 1948 | 36.11589444 | -97.56104167 | 224.081 | 27.001 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.8 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
10869 BRKEY
10952 NBI No.
10952 On Under
1 Structure No.
4210R0638 X Control No.
010 Lane Ind.
Milepoint
06380 Facility Carried
S.H. 51 Feature Intersected
OTTER CREEK Division
04 County
083 Location
6.4 E KINGFISHER C/L Sufficiency
26.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
1500 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
224.081 Deck Width
27.001 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
3 Super Rating
4 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2027 Bypass Detour
37.903642 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
10952 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS & 2- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4210 0638 X H Index
35.8812 Latitude
36:06:57.22 Longitude
-97:33:39.75 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10952 Vault Link
http://plansrv1/bridgemaintvault/b10952 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.11589444 Longitude DD
-97.56104167 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10869 x
-10860445.4799657 y
4316580.00847781 |
|||||||||||||||||||||||||||||||||||||
| 10950 | 0212R1493 X | 10950 | Alfalfa | S.H. 8 | DRIFTWOOD CREEK | 0212 1493 X | 7-30ft. I BM SPS | 1948 | 36.91190556 | -98.48588333 | 210.958 | 26.699 | — | 7 | 0 | 2 | 25.6 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for other load-capacity restriction (R) | 46.6 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 770 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
10867 BRKEY
10950 NBI No.
10950 On Under
1 Structure No.
0212R1493 X Control No.
012 Lane Ind.
Milepoint
14930 Facility Carried
S.H. 8 Feature Intersected
DRIFTWOOD CREEK Division
06 County
003 Location
0.7 MI.N.JCT.SH8 Sufficiency
46.6 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.6 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
1948 ADT Total
770 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
25.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.007 Span Type Main
M Material
3 - Steel Design
02 Length
210.958 Deck Width
26.699 Bridge Open Closed
R TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.399 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1232 Future ADT Year
2036 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
10950 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
0 Rt. Curb SW
0 Description
7-30ft. I BM SPS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0212 1493 X H Index
67.5582 Latitude
36:54:42.86 Longitude
-98:29:09.18 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10950 Vault Link
http://plansrv1/bridgemaintvault/b10950 GIS FO/SD
SD H Inv. Method
17.747 Latitude DD
36.91190556 Longitude DD
-98.48588333 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10867 x
-10963398.3826213 y
4426834.66153896 |
|||||||||||||||||||||||||||||||||||||
| 11040 | 7712 1698 X | 11040 | Woodward | U.S. 412 | CREEK | 7712 1698 X | 3-10ft.X 9ft.X 38ft. R.C.B | 1949 | 36.434583 | -99.086428 | 34.121 | 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 | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10849 BRKEY
11040 NBI No.
11040 On Under
1 Structure No.
7712 1698 X Control No.
012 Lane Ind.
Milepoint
16980 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
06 County
153 Location
6.9 MI W MAJOR C/L Sufficiency
69.6 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
3400 ADT Year
2022 Design Load
H 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
58.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
60.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11040 ODOT County
77 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 9ft.X 38ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 1698 X H Index
98.4072 Latitude
36:26:04.5 Longitude
-99:05:11.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11040 Vault Link
http://plansrv1/bridgemaintvault/b11040 GIS FO/SD
Meets Standards H Inv. Method
33.6 Latitude DD
36.434583 Longitude DD
-99.086428 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10849 x
-11030250.7094844 y
4360585.27377952 |
|||||||||||||||||||||||||||||||||||||
| 10949 | 6314R0731 X | 10949 | Pottawatomie | S.H. 9A | LITTLE RIVER | 6314R0731 X | 3-70ft. I-BM. SPANS | 1948 | 35.21666667 | -96.82666667 | 210.958 | 23.501 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.6 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10848 BRKEY
10949 NBI No.
10949 On Under
1 Structure No.
6314R0731 X Control No.
014 Lane Ind.
Milepoint
07310 Facility Carried
S.H. 9A Feature Intersected
LITTLE RIVER Division
03 County
125 Location
8.7 MI W-N C/L Sufficiency
30.6 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1948 ADT Total
1200 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
210.958 Deck Width
23.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
21.826 HS Inv. Rating Method
2 HS Inv. Method
21.826 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1400 Future ADT Year
2017 Bypass Detour
19.883878 School Bus Rte.
0 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
10949 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6314R0731 X H Index
100 Latitude
35:13:00 Longitude
-96:49:36 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9A 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
10949 Vault Link
http://plansrv1/bridgemaintvault/b10949 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.21666667 Longitude DD
-96.82666667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10848 x
-10778695.2289144 y
4193364.40050634 |
|||||||||||||||||||||||||||||||||||||
| 10946 | 4585R0590 X | 10946 | McCurtain | S.H. 87 | NORWOOD CREEK | 4585 0590 X | 96ft. HIGH TRUSS, 2-30 | 1948 | 33.70649444 | -94.59575278 | 185.039 | 17.999 | — | 1 | 0 | 2 | 17.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 11.9 | Critical (2) | Fair (5) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
10845 BRKEY
10946 NBI No.
10946 On Under
1 Structure No.
4585R0590 X Control No.
085 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 87 Feature Intersected
NORWOOD CREEK Division
02 County
089 Location
6 MI E OF JCT US259 Sufficiency
11.9 Kind Hwy
3 Level Service
1 Route No.
00087 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.001 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
1948 ADT Total
190 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
185.039 Deck Width
17.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
3 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
14.551 HS Inv. Rating Method
1 HS Inv. Method
9.921 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
304 Future ADT Year
2024 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
14NANA Posted Speed Limit
35 Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
1403 Max Measured Clearance
1500 Min Measured Clearance
1504 NBI Rating
10946 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
0 Rt. Curb SW
0 Description
96ft. HIGH TRUSS, 2-30 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4585 0590 X H Index
43.0155 Latitude
33:42:23.38 Longitude
-94:35:44.71 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 87 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
92 NBI Text
10946 Vault Link
http://plansrv1/bridgemaintvault/b10946 GIS FO/SD
SD H Inv. Method
9.921 Latitude DD
33.70649444 Longitude DD
-94.59575278 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10845 x
-10530351.030676 y
3989459.15939351 |
|||||||||||||||||||||||||||||||||||||
| 10945 | 4312R0532 X | 10945 | Love | S.H. 77 SCENIC | HICKORY CREEK | 4312R0532 X | 144ft. HI TRUSS & 2-20 | 1948 | 34.01166667 | -97.08333333 | 186.024 | 17.999 | — | 1 | 0 | 2 | 17.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Serious (3) | Serious (3) | Serious (3) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
10844 BRKEY
10945 NBI No.
10945 On Under
1 Structure No.
4312R0532 X Control No.
012 Lane Ind.
Milepoint
05320 Facility Carried
S.H. 77 SCENIC Feature Intersected
HICKORY CREEK Division
07 County
085 Location
5.4 MI N JCT SH 32 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
0077S Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.001 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
1948 ADT Total
330 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
186.024 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
3 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30.424 HS Inv. Rating Method
1 HS Inv. Method
18.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
528 Future ADT Year
2022 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10945 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
144ft. HI TRUSS & 2-20 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4312R0532 X H Index
46.2559 Latitude
34:00:42 Longitude
-97:05:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 77 SCENIC Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28 NBI Text
10945 Vault Link
http://plansrv1/bridgemaintvault/b10945 GIS FO/SD
SD H Inv. Method
11.133 Latitude DD
34.01166667 Longitude DD
-97.08333333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10844 x
-10807267.2308092 y
4030368.68247237 |
|||||||||||||||||||||||||||||||||||||
| 11039 | 2520 1632 X | 11039 | Garvin | S.H. 29 | CREEK | 2520 1632 X | 3-10ft. X 8ft. X 36ft. RDY | 1949 | 34.65187778 | -97.29431944 | 34.121 | 38.058 | — | 3 | 0 | 2 | 36.089 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | 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
10830 BRKEY
11039 NBI No.
11039 On Under
1 Structure No.
2520 1632 X Control No.
020 Lane Ind.
Milepoint
16320 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
16.2 MI E STEPHENS CL Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00029 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
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.089 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
34.121 Deck Width
38.058 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.068559 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
11039 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 36ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 1632 X H Index
97.1453 Latitude
34:39:06.76 Longitude
-97:17:39.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11039 Vault Link
http://plansrv1/bridgemaintvault/b11039 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
34.65187778 Longitude DD
-97.29431944 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10830 x
-10830754.0971389 y
4116672.78476196 |
|||||||||||||||||||||||||||||||||||||
| 11038 | 2520 1561 X | 11038 | Garvin | S.H. 29 | CREEK | 2520 1561 X | 3-10ft. X 7ft. X 36ft. RDY | 1949 | 34.65194722 | -97.30681111 | 38.058 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10829 BRKEY
11038 NBI No.
11038 On Under
1 Structure No.
2520 1561 X Control No.
020 Lane Ind.
Milepoint
15610 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
15.5 MI E STEPHENS CL Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00029 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
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.88 HS Inv. Rating Method
1 HS Inv. Method
25.72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.068559 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
11038 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 36ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 1561 X H Index
98.465 Latitude
34:39:07.01 Longitude
-97:18:24.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11038 Vault Link
http://plansrv1/bridgemaintvault/b11038 GIS FO/SD
Meets Standards H Inv. Method
15.08 Latitude DD
34.65194722 Longitude DD
-97.30681111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10829 x
-10832144.6634824 y
4116682.18158064 |
|||||||||||||||||||||||||||||||||||||
| 11037 | 2520 1453 X | 11037 | Garvin | S.H. 29 | CREEK | 2520 1453 X | 3-10ft.X9ft.X36ft.RC BOX | 1949 | 34.651983 | -97.325958 | 39.042 | 38.058 | — | 3 | 30 | 2 | 26.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10828 BRKEY
11037 NBI No.
11037 On Under
1 Structure No.
2520 1453 X Control No.
020 Lane Ind.
Milepoint
14530 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
14.4 MI E STEPHENS CL Sufficiency
78.6 Kind Hwy
3 Level Service
1 Route No.
00029 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
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
26.001 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
39.042 Deck Width
38.058 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.9 HS Inv. Rating Method
1 HS Inv. Method
34.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.068559 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
11037 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X9ft.X36ft.RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 1453 X H Index
97.9731 Latitude
34:39:07.14 Longitude
-97:19:33.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11037 Vault Link
http://plansrv1/bridgemaintvault/b11037 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.651983 Longitude DD
-97.325958 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10828 x
-10834276.0855275 y
4116687.02343526 |
|||||||||||||||||||||||||||||||||||||
| 11036 | 2520 1446 X | 11036 | Garvin | S.H. 29 | CREEK | 2520 1446 X | 3-10ft. X 8ft. X 36ft. RDY | 1949 | 34.65198333 | -97.32709444 | 38.058 | 38.058 | — | 3 | 30 | 2 | 36.089 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10827 BRKEY
11036 NBI No.
11036 On Under
1 Structure No.
2520 1446 X Control No.
020 Lane Ind.
Milepoint
14460 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
14.3 MI E STEPHENS CL Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00029 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
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
36.089 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
38.058 Deck Width
38.058 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.05 HS Inv. Rating Method
1 HS Inv. Method
32.39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
31.068559 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
11036 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 36ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2520 1446 X H Index
98.3392 Latitude
34:39:07.14 Longitude
-97:19:37.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11036 Vault Link
http://plansrv1/bridgemaintvault/b11036 GIS FO/SD
Meets Standards H Inv. Method
17.97 Latitude DD
34.65198333 Longitude DD
-97.32709444 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10827 x
-10834402.5934496 y
4116687.06809184 |
|||||||||||||||||||||||||||||||||||||
| 11035 | 4438 1384 X | 11035 | McClain | S.H. 74 | CREEK | 4438 1384 X | 3-10ft. X 10ft. X 36ft. RD | 1949 | 35.13545278 | -97.47683333 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10826 BRKEY
11035 NBI No.
11035 On Under
1 Structure No.
4438 1384 X Control No.
038 Lane Ind.
Milepoint
13840 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
1.4 MI. S. JCT. I35 Sufficiency
74.7 Kind Hwy
3 Level Service
1 Route No.
00074 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
1949 ADT Total
5400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.8 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 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
11035 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 36ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4438 1384 X H Index
75.4983 Latitude
35:08:07.63 Longitude
-97:28:36.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11035 Vault Link
http://plansrv1/bridgemaintvault/b11035 GIS FO/SD
FO H Inv. Method
20.9 Latitude DD
35.13545278 Longitude DD
-97.47683333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10826 x
-10851071.4504364 y
4182303.90532861 |
|||||||||||||||||||||||||||||||||||||
| 11034 | 4438 0175 X | 11034 | McClain | S.H. 74 | CREEK | 4438 0175 X | 3-10ft. X 4ft. X 32ft. RDY | 1949 | 35.02961944 | -97.37794722 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10825 BRKEY
11034 NBI No.
11034 On Under
1 Structure No.
4438 0175 X Control No.
038 Lane Ind.
Milepoint
01750 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
.6 MI. W. JCT US77 Sufficiency
70.6 Kind Hwy
3 Level Service
1 Route No.
00074 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
06 - Minor Arterial (Rural) Year Built
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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.
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.25 HS Inv. Rating Method
1 HS Inv. Method
25.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
11034 ODOT County
44 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 4ft. X 32ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4438 0175 X H Index
97.144 Latitude
35:01:46.63 Longitude
-97:22:40.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11034 Vault Link
http://plansrv1/bridgemaintvault/b11034 GIS FO/SD
Meets Standards H Inv. Method
14.41 Latitude DD
35.02961944 Longitude DD
-97.37794722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10825 x
-10840063.4990247 y
4167907.0365118 |
|||||||||||||||||||||||||||||||||||||
| 10942 | 0540 0467 X | 10942 | Beckham | S.H. 6 | STARVATION CREEK | 0540 0467 X | 4-40ft. WEATHERING STEEL I-BEAM SPANS | 1948 | 35.41118056 | -99.76175833 | 161.089 | 30 | — | 4 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10823 BRKEY
10942 NBI No.
10942 On Under
1 Structure No.
0540 0467 X Control No.
040 Lane Ind.
Milepoint
04670 Facility Carried
S.H. 6 Feature Intersected
STARVATION CREEK Division
05 County
009 Location
4.6 MI E JCT S.H. 152 Sufficiency
86 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1948 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
30 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10942 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0540 0467 X H Index
100 Latitude
35:24:40.25 Longitude
-99:45:42.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10942 Vault Link
http://plansrv1/bridgemaintvault/b10942 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.41118056 Longitude DD
-99.76175833 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10823 x
-11105428.1379372 y
4219900.28768561 |
|||||||||||||||||||||||||||||||||||||
| 10939 | 1918R1941 X | 10939 | Creek | S.H. 33 | TIGER CREEK | 1918R1941 X | 45-50-45con gdr sp | 1948 | 35.98833333 | -96.28833333 | 141.076 | 30.84 | — | 3 | 0 | 2 | 25.919 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 48.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4960 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10820 BRKEY
10939 NBI No.
10939 On Under
1 Structure No.
1918R1941 X Control No.
018 Lane Ind.
Milepoint
19410 Facility Carried
S.H. 33 Feature Intersected
TIGER CREEK Division
08 County
037 Location
19.5 MI E PAYNE C/L Sufficiency
48.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.919 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
1948 ADT Total
4960 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 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
27.887 Span Type Main
M Material
1 - Concrete Design
02 Length
141.076 Deck Width
30.84 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
51.588 HS Inv. Rating Method
2 HS Inv. Method
30.754 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2500 Future ADT Year
2017 Bypass Detour
22.990734 School Bus Rte.
1 Posted Weight
233545 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10939 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
45-50-45con gdr sp Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1918R1941 X H Index
82.1869 Latitude
35:59:18 Longitude
-96:17:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 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
10939 Vault Link
http://plansrv1/bridgemaintvault/b10939 GIS FO/SD
Meets Standards H Inv. Method
24.802 Latitude DD
35.98833333 Longitude DD
-96.28833333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10820 x
-10718768.2356286 y
4299016.17496646 |
|||||||||||||||||||||||||||||||||||||
| 11129 | 1112R0000 X | 11129 | Cherokee | S.H. 51 | GRAND RIVER | 1112 0000 X | 60ft. PONY TRUSS & 5-2 | 1949 | 35.93058056 | -95.26963333 | 1125.984 | 25 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.5 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10812 BRKEY
11129 NBI No.
11129 On Under
1 Structure No.
1112R0000 X Control No.
012 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 51 Feature Intersected
GRAND RIVER Division
01 County
021 Location
WAGONER-CHEROKEE C/L Sufficiency
23.5 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1949 ADT Total
3500 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
1125.984 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.5 HS Inv. Rating Method
1 HS Inv. Method
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2034 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
11129 ODOT County
11 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
1.001 Rt. Curb SW
1.001 Description
60ft. PONY TRUSS & 5-2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1112 0000 X H Index
47.8166 Latitude
35:55:50.09 Longitude
-95:16:10.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11129 NBI Text
11129 Vault Link
http://plansrv1/bridgemaintvault/b11129 GIS FO/SD
SD H Inv. Method
15.8 Latitude DD
35.93058056 Longitude DD
-95.26963333 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10812 x
-10605367.0703575 y
4291073.56356399 |
|||||||||||||||||||||||||||||||||||||
| 11128 | 5604R0847EX | 11128 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0847EX | (20) 25ft. CONCRETE SLAB | 1949 | 35.55138889 | -95.95138889 | 502.001 | 32.999 | — | 20 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10811 BRKEY
11128 NBI No.
11128 On Under
1 Structure No.
5604R0847EX Control No.
004 Lane Ind.
E Milepoint
08470 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
8.47 N JCT I-40 Sufficiency
68.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 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
1949 ADT Total
7850 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
20 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
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
502.001 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.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.052 HS Inv. Rating Method
1 HS Inv. Method
37.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11128 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(20) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0847EX H Index
90.7411 Latitude
35:33:05 Longitude
-95:57:05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62[75]_ Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0847E NBI Text
11128 Vault Link
http://plansrv1/bridgemaintvault/b11128 GIS FO/SD
Meets Standards H Inv. Method
21.054 Latitude DD
35.55138889 Longitude DD
-95.95138889 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10811 x
-10681259.7521422 y
4239067.4605901 |
|||||||||||||||||||||||||||||||||||||
| 11127 | 6404R3609 X | 11127 | Pushmataha | U.S. 271 | KIAMICHI RIVER | 6404R3609 X | 210ft. HIGH AND 2-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS | 1949 | 34.57666667 | -95.34 | 417.979 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1390 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10810 BRKEY
11127 NBI No.
11127 On Under
1 Structure No.
6404R3609 X Control No.
004 Lane Ind.
Milepoint
36090 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER Division
02 County
127 Location
1.1 MI S CLAYTON Sufficiency
61.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1949 ADT Total
1390 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
417.979 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
1200 Future ADT Year
2017 Bypass Detour
39.767756 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
11127 ODOT County
64 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
210ft. HIGH AND 2-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R3609 X H Index
100 Latitude
34:34:36 Longitude
-95:20:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11127 Vault Link
http://plansrv1/bridgemaintvault/b11127 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.57666667 Longitude DD
-95.34 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10810 x
-10613200.2522307 y
4106499.61880972 |
|||||||||||||||||||||||||||||||||||||
| 11126 | 3214R0312 X | 11126 | Hughes | S.H. 9 | WEWOKA CREEK | 3214 0312 X | 100ft. PONY TRUSS & 5-60ft. I-BM. SPANS | 1949 | 35.2328 | -96.18830833 | 404.856 | 31.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10809 BRKEY
11126 NBI No.
11126 On Under
1 Structure No.
3214R0312 X Control No.
014 Lane Ind.
Milepoint
03120 Facility Carried
S.H. 9 Feature Intersected
WEWOKA CREEK Division
03 County
063 Location
3.2 MI E JCT US 75 Sufficiency
43.9 Kind Hwy
3 Level Service
1 Route No.
00009 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
1949 ADT Total
830 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
404.856 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
47.2 HS Inv. Rating Method
1 HS Inv. Method
28.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2035 Bypass Detour
21.12662 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
11126 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS & 5-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3214 0312 X H Index
63.7203 Latitude
35:13:58.08 Longitude
-96:11:17.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11126 Vault Link
http://plansrv1/bridgemaintvault/b11126 GIS FO/SD
SD H Inv. Method
19 Latitude DD
35.2328 Longitude DD
-96.18830833 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10809 x
-10707633.503562 y
4195562.91061836 |
|||||||||||||||||||||||||||||||||||||
| 11124 | 1112R0533 X | 11124 | Cherokee | S.H. 51 | FOURTEEN MILE CREEK | 1112 0533 X | 210ft. HI. TRUSS & 100 | 1949 | 35.93687778 | -95.17751944 | 314.961 | 25 | — | 2 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.5 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3300 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
10807 BRKEY
11124 NBI No.
11124 On Under
1 Structure No.
1112R0533 X Control No.
012 Lane Ind.
Milepoint
05330 Facility Carried
S.H. 51 Feature Intersected
FOURTEEN MILE CREEK Division
01 County
021 Location
5.0 MI E WAGONER C/L Sufficiency
23.5 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1949 ADT Total
3300 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
314.961 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.5 HS Inv. Rating Method
1 HS Inv. Method
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2036 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1603 Min Measured Clearance
1602 NBI Rating
11124 ODOT County
11 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
0.499 Rt. Curb SW
0.499 Description
210ft. HI. TRUSS & 100 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1112 0533 X H Index
52.4451 Latitude
35:56:12.76 Longitude
-95:10:39.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
11124 Vault Link
http://plansrv1/bridgemaintvault/b11124 GIS FO/SD
SD H Inv. Method
15.8 Latitude DD
35.93687778 Longitude DD
-95.17751944 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10807 x
-10595112.9990277 y
4291939.32436174 |
|||||||||||||||||||||||||||||||||||||
| 11122 | 5228R0878 X | 11122 | Noble | U.S. 177 | SALT FORK ARK RIVER O'FL | 5228R0878 X | 10-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS | 1901 | 36.59 | -97.07666667 | 250 | 31.001 | — | 10 | 1 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10787 BRKEY
11122 NBI No.
11122 On Under
1 Structure No.
5228R0878 X Control No.
028 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 177 Feature Intersected
SALT FORK ARK RIVER O'FL Division
04 County
103 Location
8.8 MI N JCT SH15 W Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
3400 ADT Year
1999 Design Load
H 20 Skew
1 No. Main Spans
10 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
250 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.
9 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
3200 Future ADT Year
2017 Bypass Detour
34.175415 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
11122 ODOT County
52 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
10-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0878 X H Index
100 Latitude
36:35:24 Longitude
-97:04:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
7 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11122 Vault Link
http://plansrv1/bridgemaintvault/b11122 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.59 Longitude DD
-97.07666667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10787 x
-10806525.1016127 y
4382111.12058582 |
|||||||||||||||||||||||||||||||||||||
| 11120 | 4504R1332 X | 11120 | McCurtain | U.S. 70 | YANUBBEE CREEK | 4504R1332 X | 4-50ft.CONC. GIRDER SPANS WITH 2-18ft.SAFETY CAPS | 1949 | 34.03094722 | -94.71552778 | 201.115 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4980 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10785 BRKEY
11120 NBI No.
11120 On Under
1 Structure No.
4504R1332 X Control No.
004 Lane Ind.
Milepoint
13320 Facility Carried
U.S. 70 Feature Intersected
YANUBBEE CREEK Division
02 County
089 Location
1.5 MI E OF SH 3 Sufficiency
53.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1949 ADT Total
4980 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
0 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
02 Length
201.115 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
4300 Future ADT Year
2017 Bypass Detour
72.079058 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
11120 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
0 Rt. Curb SW
0 Description
4-50ft.CONC. GIRDER SPANS WITH 2-18ft.SAFETY CAPS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504R1332 X H Index
100 Latitude
34:01:51.41 Longitude
-94:42:55.9 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 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
11120 Vault Link
http://plansrv1/bridgemaintvault/b11120 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.03094722 Longitude DD
-94.71552778 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10785 x
-10543684.3226858 y
4032958.23902196 |
|||||||||||||||||||||||||||||||||||||
| 11119 | 2618 1307 X | 11119 | Grady | S.H. 19 | ROARING CREEK O' FLOW | 2618 1307 X | 8-25ft. CONC. SLAB SPANS | 1949 | 34.896561 | -97.753444 | 200.098 | 32.999 | — | 8 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.5 | Satisfactory (6) | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10784 BRKEY
11119 NBI No.
11119 On Under
1 Structure No.
2618 1307 X Control No.
018 Lane Ind.
Milepoint
13070 Facility Carried
S.H. 19 Feature Intersected
ROARING CREEK O' FLOW Division
07 County
051 Location
6.3 MI NW GARVIN CO Sufficiency
72.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
9 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
1949 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
200.098 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
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11119 ODOT County
26 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
8-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1307 X H Index
96.3685 Latitude
34:53:47.62 Longitude
-97:45:12.4 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60-26 NBI Text
11119 Vault Link
http://plansrv1/bridgemaintvault/b11119 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
34.896561 Longitude DD
-97.753444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10784 x
-10881863.6093688 y
4149833.0668743 |
|||||||||||||||||||||||||||||||||||||
| 11118 | 4210R1249 X | 11118 | Logan | S.H. 51 | WEST BEAVER CREEK | 4210 1249 X | 64ft.-80ft.-64ft. CONT. I-BM. SPANS W/ PARAPET RAILS | 1949 | 36.115975 | -97.451325 | 208.99 | 32.999 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.8 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
10783 BRKEY
11118 NBI No.
11118 On Under
1 Structure No.
4210R1249 X Control No.
010 Lane Ind.
Milepoint
12490 Facility Carried
S.H. 51 Feature Intersected
WEST BEAVER CREEK Division
04 County
083 Location
12.6 E KINGFISHER CO Sufficiency
34.8 Kind Hwy
3 Level Service
1 Route No.
00051 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
1949 ADT Total
1600 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 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.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2038 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11118 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4210 1249 X H Index
63.4745 Latitude
36:06:57.51 Longitude
-97:27:04.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11118 Vault Link
http://plansrv1/bridgemaintvault/b11118 GIS FO/SD
SD H Inv. Method
24 Latitude DD
36.115975 Longitude DD
-97.451325 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10783 x
-10848231.8761298 y
4316591.10975247 |
|||||||||||||||||||||||||||||||||||||
| 10931 | 4220R1086 X | 10931 | Logan | S.H. 74 | CROW CREEK | 4220 1086 X | 30ft.-40ft.-30ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS | 1949 | 36.02609444 | -97.58631111 | 101.05 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.8 | 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 | 2400 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
10776 BRKEY
10931 NBI No.
10931 On Under
1 Structure No.
4220R1086 X Control No.
020 Lane Ind.
Milepoint
10860 Facility Carried
S.H. 74 Feature Intersected
CROW CREEK Division
04 County
083 Location
11 MI N JCT SH 33 Sufficiency
55.8 Kind Hwy
3 Level Service
1 Route No.
00074 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
1949 ADT Total
2400 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.108 HS Inv. Rating Method
1 HS Inv. Method
25.353 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2031 Bypass Detour
37.903642 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
- Min Measured Clearance
-1 NBI Rating
10931 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4220 1086 X H Index
77.959 Latitude
36:01:33.94 Longitude
-97:35:10.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 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
10931 Vault Link
http://plansrv1/bridgemaintvault/b10931 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
36.02609444 Longitude DD
-97.58631111 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10776 x
-10863258.4611592 y
4304212.52104484 |
|||||||||||||||||||||||||||||||||||||
| 10927 | 6744R0430 X | 10927 | Seminole | S.H. 9A | MUD CREEK | 6744 0430 X | 3-30ft. CONC. GIRDER S | 1948 | 35.02287222 | -96.75762778 | 90.879 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47 | 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 | 810 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
10772 BRKEY
10927 NBI No.
10927 On Under
1 Structure No.
6744R0430 X Control No.
044 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 9A Feature Intersected
MUD CREEK Division
03 County
133 Location
7.8 MI S JCT SH 59 Sufficiency
47 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1948 ADT Total
810 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
90.879 Deck Width
25 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
5 Super Rating
5 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.943 HS Inv. Rating Method
2 HS Inv. Method
27.999 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1296 Future ADT Year
2036 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
10927 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6744 0430 X H Index
92.5451 Latitude
35:01:22.34 Longitude
-96:45:27.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10927 Vault Link
http://plansrv1/bridgemaintvault/b10927 GIS FO/SD
SD H Inv. Method
17.086 Latitude DD
35.02287222 Longitude DD
-96.75762778 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10772 x
-10771009.8548347 y
4166989.8219726 |
|||||||||||||||||||||||||||||||||||||
| 10926 | 6420 0253 X | 10926 | Pushmataha | S.H. 144 | CRIPPLE CREEK | 6420 0253 X | (2) 10.25ft. - (4) 12.5ft. - (2) 10.25ft. X 7ft. X 26ft. LONG RCB | 1948 | 34.49003889 | -95.24101111 | 98.999 | 0 | — | 8 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.8 | 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 | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10771 BRKEY
10926 NBI No.
10926 On Under
1 Structure No.
6420 0253 X Control No.
020 Lane Ind.
Milepoint
02530 Facility Carried
S.H. 144 Feature Intersected
CRIPPLE CREEK Division
02 County
127 Location
2.53 E JCT US-271 Sufficiency
85.8 Kind Hwy
3 Level Service
1 Route No.
00144 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
1948 ADT Total
410 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 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
98.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
656 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
10926 ODOT County
64 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) 10.25ft. - (4) 12.5ft. - (2) 10.25ft. X 7ft. X 26ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0253 X H Index
67.8679 Latitude
34:29:24.14 Longitude
-95:14:27.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
087 NBI Text
10926 Vault Link
http://plansrv1/bridgemaintvault/b10926 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.49003889 Longitude DD
-95.24101111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10771 x
-10602180.8594017 y
4094793.61607925 |
|||||||||||||||||||||||||||||||||||||
| 11115 | 5604R0950EX | 11115 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0950EX | (7) 25ft. CONCRETE SLAB | 1949 | 35.56614444 | -95.95452778 | 177.001 | 32.999 | — | 7 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10762 BRKEY
11115 NBI No.
11115 On Under
1 Structure No.
5604R0950EX Control No.
004 Lane Ind.
E Milepoint
09500 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.50 N JCT I-40 Sufficiency
64 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 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
1949 ADT Total
7850 ADT Year
2015 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
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
177.001 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11115 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(7) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0950EX H Index
91.4588 Latitude
35:33:58.12 Longitude
-95:57:16.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0950E NBI Text
11115 Vault Link
http://plansrv1/bridgemaintvault/b11115 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
35.56614444 Longitude DD
-95.95452778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10762 x
-10681609.1717786 y
4241086.56445026 |
|||||||||||||||||||||||||||||||||||||
| 11114 | 2618R1344 X | 11114 | Grady | S.H. 19 | ROARING CREEK | 2618 1344 X | 50ft.-60ft.-50ft. I-BM. SPANS | 1949 | 34.89376667 | -97.74794167 | 161.089 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.8 | Serious (3) | Critical (2) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
10761 BRKEY
11114 NBI No.
11114 On Under
1 Structure No.
2618R1344 X Control No.
018 Lane Ind.
Milepoint
13440 Facility Carried
S.H. 19 Feature Intersected
ROARING CREEK Division
07 County
051 Location
5.9 MI NW GARVIN CO Sufficiency
9.8 Kind Hwy
3 Level Service
1 Route No.
00019 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
1949 ADT Total
2400 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 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
2 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.463 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2028 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11114 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1344 X H Index
42.6134 Latitude
34:53:37.56 Longitude
-97:44:52.59 I257A
_ I257B
_ I257C
_ I257D
1 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61-26 NBI Text
11114 Vault Link
http://plansrv1/bridgemaintvault/b11114 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
34.89376667 Longitude DD
-97.74794167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10761 x
-10881251.092795 y
4149453.81385091 |
|||||||||||||||||||||||||||||||||||||
| 11113 | 6416 2584 X | 11113 | Pushmataha | S.H. 3 | TURKEY CREEK | 6416 2584 X | (3) 50ft. RC GIRDER | 1949 | 34.18598889 | -95.17651667 | 150 | 32.001 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.4 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10760 BRKEY
11113 NBI No.
11113 On Under
1 Structure No.
6416 2584 X Control No.
016 Lane Ind.
Milepoint
25840 Facility Carried
S.H. 3 Feature Intersected
TURKEY CREEK Division
02 County
127 Location
1.48 W MCCURTAIN C/L Sufficiency
77.4 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
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
150 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.95 HS Inv. Rating Method
1 HS Inv. Method
34.282 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
42.253241 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
11113 ODOT County
64 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
2.5 Rt. Curb SW
2.5 Description
(3) 50ft. RC GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 2584 X H Index
98.0499 Latitude
34:11:09.56 Longitude
-95:10:35.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
068 NBI Text
11113 Vault Link
http://plansrv1/bridgemaintvault/b11113 GIS FO/SD
Meets Standards H Inv. Method
26.345 Latitude DD
34.18598889 Longitude DD
-95.17651667 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10760 x
-10595001.3711819 y
4053803.21435976 |
|||||||||||||||||||||||||||||||||||||
| 11112 | 4504R1436 X | 11112 | McCurtain | U.S. 70 | COON CREEK | 4504R1436 X | 3-50ft. CONC. GIRDER SPANSWITH 2-18ft.SAFETY CURBS | 1949 | 34.03808611 | -94.69955556 | 149.934 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4980 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10759 BRKEY
11112 NBI No.
11112 On Under
1 Structure No.
4504R1436 X Control No.
004 Lane Ind.
Milepoint
14360 Facility Carried
U.S. 70 Feature Intersected
COON CREEK Division
02 County
089 Location
2.5 MI E OF SH 3 Sufficiency
53.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
4980 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
0 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
02 Length
149.934 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
4300 Future ADT Year
2017 Bypass Detour
72.079058 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
11112 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
0 Rt. Curb SW
0 Description
3-50ft. CONC. GIRDER SPANSWITH 2-18ft.SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504R1436 X H Index
100 Latitude
34:02:17.11 Longitude
-94:41:58.4 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 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
11112 Vault Link
http://plansrv1/bridgemaintvault/b11112 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.03808611 Longitude DD
-94.69955556 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10759 x
-10541906.3032885 y
4033917.20737629 |
|||||||||||||||||||||||||||||||||||||
| 11019 | 7421 1660 XC | 11019 | Washington | U.S. 75 SD | CREEK | 7421 1660 XC | 2-10ft.X 5ft.X 32ft. R.C.B | 1949 | 36.66265278 | -95.93494444 | 22.966 | 0 | — | 2 | 0 | 1 | 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 | 09 - Local (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10756 BRKEY
11019 NBI No.
11019 On Under
1 Structure No.
7421 1660 XC Control No.
021 Lane Ind.
Milepoint
16600 Facility Carried
U.S. 75 SD Feature Intersected
CREEK Division
08 County
147 Location
100' E OF US 75 Sufficiency
97 Kind Hwy
8 Level Service
0 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1949 ADT Total
100 ADT Year
2022 Design Load
H 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
1 Fill RCB
4 Appr. Roadway Width
10 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 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
11019 ODOT County
74 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 5ft.X 32ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
7421 1660 XC H Index
99.0278 Latitude
36:39:45.55 Longitude
-95:56:05.8 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
11019 Vault Link
http://plansrv1/bridgemaintvault/b11019 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
36.66265278 Longitude DD
-95.93494444 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
10756 x
-10679429.1643418 y
4392188.67060341 |
|||||||||||||||||||||||||||||||||||||
| 11018 | 5418 1540 XC | 11018 | Okfuskee | S.H. 56 SD | CREEK | 5418 1540 XC | 2-10ft.X 4ft.X 24ft. RDY R.C.BOX | 1949 | 35.59548611 | -96.21925833 | 21.982 | 25.919 | — | 2 | 0 | 2 | 23.95 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10755 BRKEY
11018 NBI No.
11018 On Under
1 Structure No.
5418 1540 XC Control No.
018 Lane Ind.
Milepoint
15400 Facility Carried
S.H. 56 SD Feature Intersected
CREEK Division
03 County
107 Location
40' N OF SH 56 Sufficiency
95.5 Kind Hwy
8 Level Service
0 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
12.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1949 ADT Total
50 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
12.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
25.919 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.89 HS Inv. Rating Method
1 HS Inv. Method
29.33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11018 ODOT County
54 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 24ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
5418 1540 XC H Index
97.4854 Latitude
35:35:43.75 Longitude
-96:13:09.33 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
11018 Vault Link
http://plansrv1/bridgemaintvault/b11018 GIS FO/SD
Meets Standards H Inv. Method
16.29 Latitude DD
35.59548611 Longitude DD
-96.21925833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
10755 x
-10711078.841802 y
4245102.69303738 |
|||||||||||||||||||||||||||||||||||||
| 11017 | 2618 1484 X | 11017 | Grady | S.H. 19 | CREEK | 2618 1484 X | 2-8ft.X 5ft.X 56ft. R.C. BOX | 1949 | 34.886972 | -97.734617 | 25.899 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10754 BRKEY
11017 NBI No.
11017 On Under
1 Structure No.
2618 1484 X Control No.
018 Lane Ind.
Milepoint
14840 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
4.5 MI NW GARVIN CO Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 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
1949 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81.2 HS Inv. Rating Method
3 HS Inv. Method
62.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11017 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X 5ft.X 56ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1484 X H Index
99.7987 Latitude
34:53:13.1 Longitude
-97:44:04.62 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
62-26 NBI Text
11017 Vault Link
http://plansrv1/bridgemaintvault/b11017 GIS FO/SD
Meets Standards H Inv. Method
62.5 Latitude DD
34.886972 Longitude DD
-97.734617 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10754 x
-10879767.7973156 y
4148531.6791141 |
|||||||||||||||||||||||||||||||||||||
| 11016 | 4504 0891 X | 11016 | McCurtain | U.S. 70 | CREEK | 4504 0891 X | (2) 10ft. X 12ft. X 91ft. LONGRCB | 1949 | 34.02729722 | -94.72303056 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10753 BRKEY
11016 NBI No.
11016 On Under
1 Structure No.
4504 0891 X Control No.
004 Lane Ind.
Milepoint
08910 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
089 Location
1.0 E JCT US-259 Sufficiency
80.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 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
1949 ADT Total
5800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
52.001 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
91.91 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 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
11016 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 91ft. LONGRCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0891 X H Index
98.352 Latitude
34:01:38.27 Longitude
-94:43:22.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16 NBI Text
11016 Vault Link
http://plansrv1/bridgemaintvault/b11016 GIS FO/SD
Meets Standards H Inv. Method
51.06 Latitude DD
34.02729722 Longitude DD
-94.72303056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10753 x
-10544519.5283349 y
4032467.96505129 |
|||||||||||||||||||||||||||||||||||||
| 10920 | 4585 1090 X | 10920 | McCurtain | S.H. 87 | WALNUT BAYOU | 4585 1090 X | (3) 25ft. CONCRETE SLAB | 1948 | 33.6772 | -94.53834167 | 77.001 | 24.501 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10747 BRKEY
10920 NBI No.
10920 On Under
1 Structure No.
4585 1090 X Control No.
085 Lane Ind.
Milepoint
10900 Facility Carried
S.H. 87 Feature Intersected
WALNUT BAYOU Division
02 County
089 Location
10.9 E JCT US-259 Sufficiency
74.6 Kind Hwy
3 Level Service
1 Route No.
00087 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1948 ADT Total
160 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
77.001 Deck Width
24.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 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
10920 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
1.299 Rt. Curb SW
1.299 Description
(3) 25ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4585 1090 X H Index
98.1598 Latitude
33:40:37.92 Longitude
-94:32:18.03 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 87 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
93 NBI Text
10920 Vault Link
http://plansrv1/bridgemaintvault/b10920 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
33.6772 Longitude DD
-94.53834167 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10747 x
-10523960.0551449 y
3985539.79326293 |
|||||||||||||||||||||||||||||||||||||
| 11110 | 6028R0801 X | 11110 | Payne | S.H. 108 | A.T. & S.F. R.R. UNDER | 6028R0801 X | 25ft.,3-31ft.,25ft. I-BM. | 1901 | 36.23340278 | -96.92613333 | 144.029 | 26.499 | — | 5 | 41 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 4 | Critical (2) | Critical (2) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1630 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
10739 BRKEY
11110 NBI No.
11110 On Under
1 Structure No.
6028R0801 X Control No.
028 Lane Ind.
Milepoint
08010 Facility Carried
S.H. 108 Feature Intersected
A.T. & S.F. R.R. UNDER Division
04 County
119 Location
8.2 MI N JCT SH 51 Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00108 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
1630 ADT Year
2001 Design Load
H 15 Skew
41 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
10.499 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
144.029 Deck Width
26.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
31.747 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2018 Bypass Detour
16.777022 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
11110 ODOT County
60 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft.,3-31ft.,25ft. I-BM. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6028R0801 X H Index
81.2561 Latitude
36:14:00.25 Longitude
-96:55:34.08 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 108 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11110 Vault Link
http://plansrv1/bridgemaintvault/b11110 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.23340278 Longitude DD
-96.92613333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10739 x
-10789767.8068565 y
4332784.94406938 |
|||||||||||||||||||||||||||||||||||||
| 11107 | 4506R0789 X | 11107 | McCurtain | S.H. 3 | CYPRESS CREEK | 4506 0789 X | (2) 50ft. - 35ft. RC beam | 1949 | 34.14919722 | -95.02248056 | 136.201 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1200 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
10736 BRKEY
11107 NBI No.
11107 On Under
1 Structure No.
4506R0789 X Control No.
006 Lane Ind.
Milepoint
07890 Facility Carried
S.H. 3 Feature Intersected
CYPRESS CREEK Division
02 County
089 Location
7.9 E PUSHMATAHA C/L Sufficiency
83.8 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
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
1200 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
136.201 Deck Width
32.999 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
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
68.784 HS Inv. Rating Method
1 HS Inv. Method
38.36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2031 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11107 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
2.5 Rt. Curb SW
2.5 Description
(2) 50ft. - 35ft. RC beam Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4506 0789 X H Index
89.8904 Latitude
34:08:57.11 Longitude
-95:01:20.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32 NBI Text
11107 Vault Link
http://plansrv1/bridgemaintvault/b11107 GIS FO/SD
Meets Standards H Inv. Method
27.888 Latitude DD
34.14919722 Longitude DD
-95.02248056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10736 x
-10577854.1498529 y
4048853.20442585 |
|||||||||||||||||||||||||||||||||||||
| 11106 | 2014 2327 X | 11106 | Custer | S.H. 33 | BEAVER CREEK | 2014 2327 X | 3-40ft. WEATHERING STEEL I-BEAM SPANS | 1949 | 35.638539 | -98.963858 | 121.001 | 33.002 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10735 BRKEY
11106 NBI No.
11106 On Under
1 Structure No.
2014 2327 X Control No.
014 Lane Ind.
Milepoint
23270 Facility Carried
S.H. 33 Feature Intersected
BEAVER CREEK Division
05 County
039 Location
0.2 MI W JCT. U.S.183 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
720 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
121.001 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
110 HS Inv. Rating Method
3 HS Inv. Method
85 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1152 Future ADT Year
2042 Bypass Detour
49.088324 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
11106 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 2327 X H Index
100 Latitude
35:38:18.74 Longitude
-98:57:49.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
11106 Vault Link
http://plansrv1/bridgemaintvault/b11106 GIS FO/SD
Meets Standards H Inv. Method
84 Latitude DD
35.638539 Longitude DD
-98.963858 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10735 x
-11016606.2794978 y
4250998.20498681 |
|||||||||||||||||||||||||||||||||||||
| 11015 | 0906 1104 X | 11015 | Canadian | S.H. 66 | CREEK | 0906 1104 X | 2-10ft.X 6ft.X 135.5ft. R.C.BOX W/ RAIL ON NORTH SIDE ONLY | 1949 | 35.50743056 | -97.74001389 | 21.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10734 BRKEY
11015 NBI No.
11015 On Under
1 Structure No.
0906 1104 X Control No.
006 Lane Ind.
Milepoint
11040 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
017 Location
0.2 MI. E. JCT. SH4 Sufficiency
66.5 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1949 ADT Total
14500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 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
41.93 HS Inv. Rating Method
1 HS Inv. Method
25.15 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23200 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
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11015 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 135.5ft. R.C.BOX W/ RAIL ON NORTH SIDE ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 1104 X H Index
92.7258 Latitude
35:30:26.75 Longitude
-97:44:24.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11015 Vault Link
http://plansrv1/bridgemaintvault/b11015 GIS FO/SD
Meets Standards H Inv. Method
13.97 Latitude DD
35.50743056 Longitude DD
-97.74001389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
10734 x
-10880368.5763623 y
4233054.53984758 |
|||||||||||||||||||||||||||||||||||||
| 11014 | 0906 1093 X | 11014 | Canadian | S.H. 66 | CREEK | 0906 1093 X | 2-10ft.X 8ft.X 280ft. RCB SK.30 DEG. ACROSS US 66 & 75 DEG. ACROSS CITY ST. | 1949 | 35.50738333 | -97.74272222 | 24.199 | 0 | — | 2 | 99 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10733 BRKEY
11014 NBI No.
11014 On Under
1 Structure No.
0906 1093 X Control No.
006 Lane Ind.
Milepoint
10930 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
017 Location
0.1 MI. E. JCT. SH4 Sufficiency
65.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1949 ADT Total
15700 ADT Year
2022 Design Load
H 20 Skew
99 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
FG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.77 HS Inv. Rating Method
1 HS Inv. Method
25.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 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
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11014 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 280ft. RCB SK.30 DEG. ACROSS US 66 & 75 DEG. ACROSS CITY ST. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 1093 X H Index
97.6236 Latitude
35:30:26.58 Longitude
-97:44:33.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11014 Vault Link
http://plansrv1/bridgemaintvault/b11014 GIS FO/SD
Meets Standards H Inv. Method
13.9 Latitude DD
35.50738333 Longitude DD
-97.74272222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
10733 x
-10880670.0662788 y
4233048.08117638 |