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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14085 | 1718R0389 X | 14085 | Cotton | S.H. 5 A | WEST CACHE CREEK O'FLOW | 1718 0389 X | (10.25ft.,3-12.5ft.,10.25ft.)X8ft.X 32ft. RC BOX WITH HANDRAILS & 2ft. ADDITIONAL CURTA | 1958 | 34.275278 | -98.384444 | 62.992 | 33.999 | — | 5 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13589 BRKEY
14085 NBI No.
14085 On Under
1 Structure No.
1718R0389 X Control No.
018 Lane Ind.
Milepoint
03890 Facility Carried
S.H. 5 A Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
3.9 MI E JCT US 277 Sufficiency
96.5 Kind Hwy
3 Level Service
1 Route No.
0005A Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
300 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 Deck Width
33.999 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
480 Future ADT Year
2037 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14085 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
(10.25ft.,3-12.5ft.,10.25ft.)X8ft.X 32ft. RC BOX WITH HANDRAILS & 2ft. ADDITIONAL CURTA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1718 0389 X H Index
99.6302 Latitude
34:16:31 Longitude
-98:23:04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58 NBI Text
14085 Vault Link
http://plansrv1/bridgemaintvault/b14085 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.275278 Longitude DD
-98.384444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13589 x
-10952106.2080593 y
4065825.30121337 |
|||||||||||||||||||||||||||||||||||||
| 14084 | 1217 0279 X | 14084 | Choctaw | S.H. 109 | LICK CREEK | 1217 0279 X | (10.25ft. - (3) 12.5ft. - 10.25ft.) X 12ft. X 45ft. RCB | 1958 | 33.98580833 | -95.869025 | 63.999 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13588 BRKEY
14084 NBI No.
14084 On Under
1 Structure No.
1217 0279 X Control No.
017 Lane Ind.
Milepoint
02790 Facility Carried
S.H. 109 Feature Intersected
LICK CREEK Division
02 County
023 Location
2.79 S JCT US-70 Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45 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
1958 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
63.999 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
8 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
800 Future ADT Year
2042 Bypass Detour
27.961703 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
14084 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(10.25ft. - (3) 12.5ft. - 10.25ft.) X 12ft. X 45ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1217 0279 X H Index
100 Latitude
33:59:08.91 Longitude
-95:52:08.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
034 NBI Text
14084 Vault Link
http://plansrv1/bridgemaintvault/b14084 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.98580833 Longitude DD
-95.869025 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13588 x
-10672091.0458476 y
4026896.59073352 |
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| 13991 | 7502 0770 X | 13991 | Washita | I-40 | CREEK | 7502 0770 X | 2-10ft.X10ft.X245ft. R.C.B., SK. 30 DEG. L.F. | 1958 | 35.42131111 | -99.23021667 | 25.919 | 0 | — | 2 | 30 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13585 BRKEY
13991 NBI No.
13991 On Under
1 Structure No.
7502 0770 X Control No.
002 Lane Ind.
Milepoint
07700 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
149 Location
7.7 MI E BECKHAM C/L Sufficiency
67 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
17400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
FG Appr. Roadway Width
96.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.23 HS Inv. Rating Method
1 HS Inv. Method
35.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27840 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13991 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X245ft. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0770 X H Index
94.4076 Latitude
35:25:16.72 Longitude
-99:13:48.78 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
13991 Vault Link
http://plansrv1/bridgemaintvault/b13991 GIS FO/SD
Meets Standards H Inv. Method
19.74 Latitude DD
35.42131111 Longitude DD
-99.23021667 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13585 x
-11046257.1910106 y
4221284.06457165 |
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| 13990 | 4445 0591 X | 13990 | McClain | S.H. 76 | CREEK | 4445 0591 X | 2-8ft. X 6ft. X 55ft. RDY | 1958 | 35.22040278 | -97.65311111 | 25.919 | 23.95 | — | 2 | 45 | 2 | 23.95 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72 | 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 | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13584 BRKEY
13990 NBI No.
13990 On Under
1 Structure No.
4445 0591 X Control No.
045 Lane Ind.
Milepoint
05910 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
087 Location
5.8 MI.N. JCT. US62 Sufficiency
72 Kind Hwy
3 Level Service
1 Route No.
00076 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
1958 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
45 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
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
23.95 Bridge Open Closed
A TSF Rail
N TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.3 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
11.806053 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
13990 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
2-8ft. X 6ft. X 55ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4445 0591 X H Index
93.38 Latitude
35:13:13.45 Longitude
-97:39:11.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13990 Vault Link
http://plansrv1/bridgemaintvault/b13990 GIS FO/SD
FO H Inv. Method
26.8 Latitude DD
35.22040278 Longitude DD
-97.65311111 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13584 x
-10870694.6031442 y
4193873.48624542 |
|||||||||||||||||||||||||||||||||||||
| 13989 | 6630T0470 X | 13989 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T0470 X | 2-10ft.X8ft.X168ft. RCB | 1958 | 36.21561667 | -95.69235 | 21.001 | 170 | — | 2 | 0 | 4 | 167.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 26200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13583 BRKEY
13989 NBI No.
13989 On Under
1 Structure No.
6630T0470 X Control No.
030 Lane Ind.
Milepoint
04700 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
4.7 MI.NE OF TP GATE Sufficiency
92.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
26200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
167.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
170 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
41920 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13989 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X168ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0470 X H Index
95.0645 Latitude
36:12:56.22 Longitude
-95:41:32.46 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.80 NBI Text
13989 Vault Link
http://plansrv1/bridgemaintvault/b13989 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.21561667 Longitude DD
-95.69235 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13583 x
-10652423.6748117 y
4330330.59661419 |
|||||||||||||||||||||||||||||||||||||
| 13988 | 5152 0497 X | 13988 | Muskogee | S.H. 71 | NINNAHEAD CREEK | 5152 0497 X | 2-10ft.X 3ft.X 66ft. R.C.B | 1958 | 35.33331389 | -95.27594444 | 21.001 | 0 | — | 2 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | 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 | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13582 BRKEY
13988 NBI No.
13988 On Under
1 Structure No.
5152 0497 X Control No.
052 Lane Ind.
Milepoint
04970 Facility Carried
S.H. 71 Feature Intersected
NINNAHEAD CREEK Division
01 County
101 Location
4.7 MI E C/L Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00071 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
1958 ADT Total
550 ADT Year
2022 Design Load
HS 20 Skew
60 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
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
14.912909 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
13988 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 66ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5152 0497 X H Index
67 Latitude
35:19:59.93 Longitude
-95:16:33.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13988 Vault Link
http://plansrv1/bridgemaintvault/b13988 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.33331389 Longitude DD
-95.27594444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13582 x
-10606069.619909 y
4209269.93293936 |
|||||||||||||||||||||||||||||||||||||
| 13987 | 0554 0463 NXF | 13987 | Beckham | I-40 N Frontage Rd | CREEK | 0554 0463NX | 2-10ft.X12ft.X90ft. RDY. R.C.B. | 1958 | 35.31559722 | -99.6151 | 22.966 | 91.995 | — | 2 | 0 | 2 | 90 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 1350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13581 BRKEY
13987 NBI No.
13987 On Under
1 Structure No.
0554 0463 NXF Control No.
054 Lane Ind.
Milepoint
04630 Facility Carried
I-40 N Frontage Rd Feature Intersected
CREEK Division
05 County
009 Location
0.1 MI W JCT I-40 Sufficiency
100 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
90 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
1350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
90 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
91.995 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
83.65 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13987 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X90ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0554 0463NX H Index
97.36 Latitude
35:18:56.15 Longitude
-99:36:54.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
13987 Vault Link
http://plansrv1/bridgemaintvault/b13987 GIS FO/SD
Meets Standards H Inv. Method
69.64 Latitude DD
35.31559722 Longitude DD
-99.6151 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13581 x
-11089102.207321 y
4206852.68478263 |
|||||||||||||||||||||||||||||||||||||
| 13986 | 0554 0463 X | 13986 | Beckham | I-40 BUS. | CREEK | 0554 0463SX | 2-10ft.X12ft.X100ft. R.C.B. | 1958 | 35.31497222 | -99.614775 | 22.966 | 100 | — | 2 | 0 | 2 | 97.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 1350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13580 BRKEY
13986 NBI No.
13986 On Under
1 Structure No.
0554 0463 X Control No.
054 Lane Ind.
Milepoint
04630 Facility Carried
I-40 BUS. Feature Intersected
CREEK Division
05 County
009 Location
0.1 MI W JCT I-40 Sufficiency
100 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
97.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
1350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
97.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
100 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13986 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X100ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0554 0463SX H Index
97.36 Latitude
35:18:53.9 Longitude
-99:36:53.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
13986 Vault Link
http://plansrv1/bridgemaintvault/b13986 GIS FO/SD
Meets Standards H Inv. Method
85.41 Latitude DD
35.31497222 Longitude DD
-99.614775 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13580 x
-11089066.0284865 y
4206767.41995841 |
|||||||||||||||||||||||||||||||||||||
| 14262 | 4516 2478 X | 14262 | McCurtain | U.S. 259 | BETHEL CREEK | 4516 2478 X | (2) 10ft. X 10ft. X 93ft. LONG RCB | 1959 | 34.36040278 | -94.81216944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13579 BRKEY
14262 NBI No.
14262 On Under
1 Structure No.
4516 2478 X Control No.
016 Lane Ind.
Milepoint
24780 Facility Carried
U.S. 259 Feature Intersected
BETHEL CREEK Division
02 County
089 Location
24.8 N JCT US-70 Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14262 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 93ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 2478 X H Index
99.8225 Latitude
34:21:37.45 Longitude
-94:48:43.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59 NBI Text
14262 Vault Link
http://plansrv1/bridgemaintvault/b14262 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.36040278 Longitude DD
-94.81216944 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13579 x
-10554442.4230664 y
4077298.58781154 |
|||||||||||||||||||||||||||||||||||||
| 14261 | 4405 2279EXF | 14261 | McClain | I-35 FRONTAGE RD. | CREEK | 4405 2279EXF | 2-10 ft. X 3 ft. X 29 ft. RDY R.C.BOX SK.60 DEG. W/ APRONS | 1959 | 35.151406 | -97.474644 | 25.919 | 20 | — | 2 | 30 | 2 | 20 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.6 | 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) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13578 BRKEY
14261 NBI No.
14261 On Under
1 Structure No.
4405 2279EXF Control No.
005 Lane Ind.
E Milepoint
22790 Facility Carried
I-35 FRONTAGE RD. Feature Intersected
CREEK Division
03 County
087 Location
2.8 MI S CLEV. C/L Sufficiency
78.6 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
20 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.9 HS Inv. Rating Method
1 HS Inv. Method
31.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14261 ODOT County
44 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
2-10 ft. X 3 ft. X 29 ft. RDY R.C.BOX SK.60 DEG. W/ APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
4405 2279EXF H Index
97.69 Latitude
35:09:05.06 Longitude
-97:28:28.72 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
14261 Vault Link
http://plansrv1/bridgemaintvault/b14261 GIS FO/SD
FO H Inv. Method
17.6 Latitude DD
35.151406 Longitude DD
-97.474644 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13578 x
-10850827.7353356 y
4184475.69782279 |
|||||||||||||||||||||||||||||||||||||
| 14260 | 1316 2224 X | 14260 | Cimarron | U.S. 56 | CREEK | 1316 2224 X | 2-10ft.X 5ft.X 38.3ft. R.C.BOX | 1959 | 36.91179444 | -102.03028889 | 20.997 | 38.301 | — | 2 | 0 | 2 | 36.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 730 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13577 BRKEY
14260 NBI No.
14260 On Under
1 Structure No.
1316 2224 X Control No.
016 Lane Ind.
Milepoint
22240 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
22.3 MI. NE. JCT.US64 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.299 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
1959 ADT Total
730 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
36.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
38.301 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.42 HS Inv. Rating Method
1 HS Inv. Method
42.25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1168 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14260 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 38.3ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 2224 X H Index
88.4669 Latitude
36:54:42.46 Longitude
-102:01:49.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14260 Vault Link
http://plansrv1/bridgemaintvault/b14260 GIS FO/SD
Meets Standards H Inv. Method
23.47 Latitude DD
36.91179444 Longitude DD
-102.03028889 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13577 x
-11357959.8047254 y
4426819.19076169 |
|||||||||||||||||||||||||||||||||||||
| 14259 | 4516 1972 X | 14259 | McCurtain | U.S. 259 | NORTH CARTER CREEK | 4516 1972 X | (2) 10ft. X 12ft. X 97ft. LONG RCB | 1959 | 34.28923056 | -94.81066944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 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 | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13576 BRKEY
14259 NBI No.
14259 On Under
1 Structure No.
4516 1972 X Control No.
016 Lane Ind.
Milepoint
19720 Facility Carried
U.S. 259 Feature Intersected
NORTH CARTER CREEK Division
02 County
089 Location
19.7 N JCT US-70 Sufficiency
91.4 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
95 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
1959 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
80.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
49.709695 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
14259 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 97ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 1972 X H Index
99.8301 Latitude
34:17:21.23 Longitude
-94:48:38.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56 NBI Text
14259 Vault Link
http://plansrv1/bridgemaintvault/b14259 GIS FO/SD
Meets Standards H Inv. Method
65.9 Latitude DD
34.28923056 Longitude DD
-94.81066944 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13576 x
-10554275.4438302 y
4067705.05799473 |
|||||||||||||||||||||||||||||||||||||
| 14258 | 4405 1948 X | 14258 | McClain | I-35 | CREEK | 4405 1948 X | 2-10ft.X 10ft.X 139ft. RDY | 1959 | 35.11277778 | -97.43968889 | 24.934 | 38 | — | 2 | 30 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 35100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13575 BRKEY
14258 NBI No.
14258 On Under
1 Structure No.
4405 1948 X Control No.
005 Lane Ind.
Milepoint
19480 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
087 Location
6.2 MI S CLEV. C/L Sufficiency
65 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
35100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
38 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
63.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
56160 Future ADT Year
2042 Bypass Detour
19.883878 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
14258 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 139ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1948 X H Index
98.02 Latitude
35:06:46 Longitude
-97:26:22.88 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14258 Vault Link
http://plansrv1/bridgemaintvault/b14258 GIS FO/SD
FO H Inv. Method
35.32 Latitude DD
35.11277778 Longitude DD
-97.43968889 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13575 x
-10846936.5502898 y
4179217.77507054 |
|||||||||||||||||||||||||||||||||||||
| 14257 | 7206 1186 X | 14257 | Tulsa | U.S. 64 | CREEK | 7206 1186 X | 2-10ft.X 5ft.X 46ft. R.C.B | 1959 | 35.91931111 | -95.80871944 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13574 BRKEY
14257 NBI No.
14257 On Under
1 Structure No.
7206 1186 X Control No.
006 Lane Ind.
Milepoint
11860 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
143 Location
11.8 MI S OF TURNPIKE Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1959 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.9 HS Inv. Rating Method
1 HS Inv. Method
32.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14257 ODOT County
72 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 46ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7206 1186 X H Index
95.6958 Latitude
35:55:09.52 Longitude
-95:48:31.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14257 Vault Link
http://plansrv1/bridgemaintvault/b14257 GIS FO/SD
Meets Standards H Inv. Method
18.5 Latitude DD
35.91931111 Longitude DD
-95.80871944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13574 x
-10665377.8616164 y
4289524.37769335 |
|||||||||||||||||||||||||||||||||||||
| 14176 | 6630T0190 X | 14176 | Rogers | CO. RD. N4090 | WILL ROGERS TP I-44 UND | 6630T0190 X | 63ft.,2-61, 46ft. I-BEAM SPANS | 1958 | 36.18777778 | -95.72638889 | 231.955 | 29.701 | — | 4 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13573 BRKEY
14176 NBI No.
14176 On Under
1 Structure No.
6630T0190 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4090 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
2.35MI NEOF TP GATE Sufficiency
68.6 Kind Hwy
4 Level Service
1 Route No.
N4090 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
231.955 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58.643 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1608 Min Measured Clearance
1509 NBI Rating
14176 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.799 Rt. Curb SW
2.799 Description
63ft.,2-61, 46ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0190 X H Index
90.9063 Latitude
36:11:16 Longitude
-95:43:35 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4090 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.35 NBI Text
14176 Vault Link
http://plansrv1/bridgemaintvault/b14176 GIS FO/SD
FO H Inv. Method
27.558 Latitude DD
36.18777778 Longitude DD
-95.72638889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13573 x
-10656212.8667137 y
4326490.16200372 |
|||||||||||||||||||||||||||||||||||||
| 14173 | 6010 0493NX | 14173 | Payne | S.H. 33 W.B. | EUCHEE CREEK | 6010 0493NX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH TR-4 RAILS | 1958 | 35.98599444 | -96.67965278 | 208.99 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13570 BRKEY
14173 NBI No.
14173 On Under
1 Structure No.
6010 0493NX Control No.
010 Lane Ind.
N Milepoint
04930 Facility Carried
S.H. 33 W.B. Feature Intersected
EUCHEE CREEK Division
04 County
119 Location
5.1 MI E JCT SH 18 Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00033 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
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
4150 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
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14173 ODOT County
60 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
64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6010 0493NX H Index
84.8148 Latitude
35:59:09.58 Longitude
-96:40:46.75 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14173 Vault Link
http://plansrv1/bridgemaintvault/b14173 GIS FO/SD
FO H Inv. Method
29.1 Latitude DD
35.98599444 Longitude DD
-96.67965278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13570 x
-10762329.7175401 y
4298694.39967637 |
|||||||||||||||||||||||||||||||||||||
| 14172 | 1718R0368 X | 14172 | Cotton | S.H. 5 A | WEST CACHE CREEK | 1718 0368 X | 100ft. PONY TRUSS | 1958 | 34.275231 | -98.388269 | 203.084 | 31.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13569 BRKEY
14172 NBI No.
14172 On Under
1 Structure No.
1718R0368 X Control No.
018 Lane Ind.
Milepoint
03680 Facility Carried
S.H. 5 A Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
3.7 MI E JCT US 277 Sufficiency
73 Kind Hwy
3 Level Service
1 Route No.
0005A 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
1958 ADT Total
300 ADT Year
2017 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
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
203.084 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2037 Bypass Detour
19.883878 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
14172 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. PONY TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1718 0368 X H Index
69.4736 Latitude
34:16:30.83 Longitude
-98:23:17.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 5A Scour
7 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57 NBI Text
14172 Vault Link
http://plansrv1/bridgemaintvault/b14172 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
34.275231 Longitude DD
-98.388269 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13569 x
-10952532.0051116 y
4065818.96967194 |
|||||||||||||||||||||||||||||||||||||
| 14171 | 3928 0290 X | 14171 | Latimer | S.H. 82 | LONG CREEK | 3928 0290 X | 64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SK 25° | 1958 | 34.85104444 | -95.06597222 | 210 | 31.001 | — | 3 | 25 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13568 BRKEY
14171 NBI No.
14171 On Under
1 Structure No.
3928 0290 X Control No.
028 Lane Ind.
Milepoint
02900 Facility Carried
S.H. 82 Feature Intersected
LONG CREEK Division
02 County
077 Location
2.26 NW LE FLORE C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00082 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
1958 ADT Total
540 ADT Year
2022 Design Load
H 20 Skew
25 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
210 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
39.767756 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
14171 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SK 25° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3928 0290 X H Index
98.7477 Latitude
34:51:03.76 Longitude
-95:03:57.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
14171 Vault Link
http://plansrv1/bridgemaintvault/b14171 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.85104444 Longitude DD
-95.06597222 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13568 x
-10582695.6192979 y
4143657.05780889 |
|||||||||||||||||||||||||||||||||||||
| 14079 | 0212 1705 X | 14079 | Alfalfa | S.H. 8 | CREEK | 0212 1705 X | 4-10X4X53ft. RCB | 1958 | 36.94225556 | -98.48821389 | 49.869 | 40 | — | 4 | 30 | 2 | 38.1 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 770 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13565 BRKEY
14079 NBI No.
14079 On Under
1 Structure No.
0212 1705 X Control No.
012 Lane Ind.
Milepoint
17050 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
3.8 MI.S.KANSAS LINE Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.1 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
1958 ADT Total
770 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
38.1 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.008 Span Type Main
M Material
1 - Concrete Design
19 Length
49.869 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.5 HS Inv. Rating Method
3 HS Inv. Method
37.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1232 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14079 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
4-10X4X53ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 1705 X H Index
93.4084 Latitude
36:56:32.12 Longitude
-98:29:17.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14079 Vault Link
http://plansrv1/bridgemaintvault/b14079 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
36.94225556 Longitude DD
-98.48821389 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13565 x
-10963657.8193738 y
4431061.01044807 |
|||||||||||||||||||||||||||||||||||||
| 13985 | 5420 0458 X | 13985 | Okfuskee | S.H. 84 | CREEK | 5420 0458 X | 2-10ft.X 10ft.X 30ft. RDY | 1958 | 35.33656667 | -96.06380833 | 25.919 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.7 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13561 BRKEY
13985 NBI No.
13985 On Under
1 Structure No.
5420 0458 X Control No.
020 Lane Ind.
Milepoint
04580 Facility Carried
S.H. 84 Feature Intersected
CREEK Division
03 County
107 Location
4.6 MI N HUGHES CO Sufficiency
61.7 Kind Hwy
3 Level Service
1 Route No.
00084 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
1958 ADT Total
390 ADT Year
2022 Design Load
HS 20 Skew
30 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
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.7 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13985 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 30ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0458 X H Index
64.2618 Latitude
35:20:11.64 Longitude
-96:03:49.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 84 Scour
5 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13985 Vault Link
http://plansrv1/bridgemaintvault/b13985 GIS FO/SD
SD H Inv. Method
22.6 Latitude DD
35.33656667 Longitude DD
-96.06380833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13561 x
-10693774.2269582 y
4209713.79718333 |
|||||||||||||||||||||||||||||||||||||
| 13984 | 5152 0455 X | 13984 | Muskogee | S.H. 71 | GOLDE CREEK. | 5152 0455 X | 2-10ft.X 6ft.X 49ft. R.C.B | 1958 | 35.33119722 | -95.28274722 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91 | 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 | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13560 BRKEY
13984 NBI No.
13984 On Under
1 Structure No.
5152 0455 X Control No.
052 Lane Ind.
Milepoint
04550 Facility Carried
S.H. 71 Feature Intersected
GOLDE CREEK. Division
01 County
101 Location
4.3 MI E C/L Sufficiency
91 Kind Hwy
3 Level Service
1 Route No.
00071 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
1958 ADT Total
550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.3 HS Inv. Rating Method
1 HS Inv. Method
26.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
27.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13984 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 49ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5152 0455 X H Index
98.6529 Latitude
35:19:52.31 Longitude
-95:16:57.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13984 Vault Link
http://plansrv1/bridgemaintvault/b13984 GIS FO/SD
Meets Standards H Inv. Method
14.8 Latitude DD
35.33119722 Longitude DD
-95.28274722 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13560 x
-10606826.9019146 y
4208981.10832755 |
|||||||||||||||||||||||||||||||||||||
| 13983 | 4043 0438 X | 13983 | Le Flore | U.S. 259 | CREEK | 4043 0438 X | (2) 10ft. X 10ft. X 45ft. RCB | 1958 | 34.564425 | -94.70592222 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13559 BRKEY
13983 NBI No.
13983 On Under
1 Structure No.
4043 0438 X Control No.
043 Lane Ind.
Milepoint
04380 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
079 Location
4.38 N MCCURTAIN C/L Sufficiency
86.7 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45 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
1958 ADT Total
980 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
34 Span Type Main
M Material
1 - Concrete Design
19 Length
23 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
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2042 Bypass Detour
61 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13983 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 45ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 0438 X H Index
98.35 Latitude
34:33:51.93 Longitude
-94:42:21.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
166 NBI Text
13983 Vault Link
http://plansrv1/bridgemaintvault/b13983 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
34.564425 Longitude DD
-94.70592222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13559 x
-10542615.0366378 y
4104844.66392529 |
|||||||||||||||||||||||||||||||||||||
| 13982 | 1035 0404 X | 13982 | Carter | S.H. 142 | CREEK | 1035 0404 X | (2) 10ft. X 10ft. X 80ft. RCB SKEWED 30° | 1958 | 34.1891 | -97.10831944 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13558 BRKEY
13982 NBI No.
13982 On Under
1 Structure No.
1035 0404 X Control No.
035 Lane Ind.
Milepoint
04040 Facility Carried
S.H. 142 Feature Intersected
CREEK Division
07 County
019 Location
4.0 MI E JCT I-35 Sufficiency
91.3 Kind Hwy
3 Level Service
1 Route No.
00142 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.001 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
1958 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13982 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 80ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1035 0404 X H Index
97.69 Latitude
34:11:20.76 Longitude
-97:06:29.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 142 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
074 NBI Text
13982 Vault Link
http://plansrv1/bridgemaintvault/b13982 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
34.1891 Longitude DD
-97.10831944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13558 x
-10810048.6718513 y
4054221.88702815 |
|||||||||||||||||||||||||||||||||||||
| 13981 | 1102 0340 X | 13981 | Cherokee | U.S. 62 | ZEB BRANCH CREEK | 1102 0340 X | 2-10ft.X 10ft.X 200ft. R.C.BOX | 1958 | 35.810761 | -95.069231 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13557 BRKEY
13981 NBI No.
13981 On Under
1 Structure No.
1102 0340 X Control No.
002 Lane Ind.
Milepoint
03400 Facility Carried
U.S. 62 Feature Intersected
ZEB BRANCH CREEK Division
01 County
021 Location
3.4 MI NE MUSKOGEE CO Sufficiency
83.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13981 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 200ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1102 0340 X H Index
95.4259 Latitude
35:48:38.74 Longitude
-95:04:09.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
13981 Vault Link
http://plansrv1/bridgemaintvault/b13981 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
35.810761 Longitude DD
-95.069231 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13557 x
-10583058.3850281 y
4274613.52270874 |
|||||||||||||||||||||||||||||||||||||
| 13980 | 6203 0335 X | 13980 | Pontotoc | S.H. 1 MISSISSIPPI | CREEK | 6203 0335 X | 2-10ft.X10ft.X114ft. RC BO | 1958 | 34.78733056 | -96.66983056 | 22.966 | 116.001 | — | 2 | 0 | 4 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13556 BRKEY
13980 NBI No.
13980 On Under
1 Structure No.
6203 0335 X Control No.
003 Lane Ind.
Milepoint
03350 Facility Carried
S.H. 1 MISSISSIPPI Feature Intersected
CREEK Division
03 County
123 Location
0.6 MI S. JCT LOOP/ L.A.B Sufficiency
65.9 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.856 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
1958 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
4.921 Underclearance Left
0.984 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
116.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 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
14400 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13980 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X114ft. RC BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6203 0335 X H Index
99.01 Latitude
34:47:14.39 Longitude
-96:40:11.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13980 Vault Link
http://plansrv1/bridgemaintvault/b13980 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.78733056 Longitude DD
-96.66983056 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13556 x
-10761236.3130112 y
4135017.64257144 |
|||||||||||||||||||||||||||||||||||||
| 13048 | 1937R3072 X | 13048 | Creek | TURNER TP (I-44) | EUCHEE CREEK | 1937T3090 X | 3-39ft. I-BEAM SPANS | 1953 | 35.99791944 | -96.16115 | 122.047 | 74.701 | — | 3 | 0 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 31300 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13555 BRKEY
13048 NBI No.
13048 On Under
1 Structure No.
1937R3072 X Control No.
037 Lane Ind.
Milepoint
30720 Facility Carried
TURNER TP (I-44) Feature Intersected
EUCHEE CREEK Division
08 County
037 Location
77.8 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
31300 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
122.047 Deck Width
74.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
50080 Future ADT Year
2036 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13048 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-39ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3090 X H Index
95.6549 Latitude
35:59:52.51 Longitude
-96:09:40.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
77.80 NBI Text
13048 Vault Link
http://plansrv1/bridgemaintvault/b13048 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.99791944 Longitude DD
-96.16115 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13555 x
-10704610.2520956 y
4300335.09397314 |
|||||||||||||||||||||||||||||||||||||
| 13047 | 3826R2899 X | 13047 | Kiowa | S.H. 54 | CREEK | 3826 2899 X | 3-40ft. I-BEAM SPANS | 1953 | 35.05215278 | -98.86695278 | 121.063 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.1 | 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 | 1300 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13554 BRKEY
13047 NBI No.
13047 On Under
1 Structure No.
3826R2899 X Control No.
026 Lane Ind.
Milepoint
28990 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
28.9 MI N U.S. 62 Sufficiency
35.1 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
3 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
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2031 Bypass Detour
31.068559 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13047 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3826 2899 X H Index
81.5083 Latitude
35:03:07.75 Longitude
-98:52:01.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13047 Vault Link
http://plansrv1/bridgemaintvault/b13047 GIS FO/SD
SD H Inv. Method
16.094 Latitude DD
35.05215278 Longitude DD
-98.86695278 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13554 x
-11005818.8397522 y
4170970.75906807 |
|||||||||||||||||||||||||||||||||||||
| 13046 | 0614 1243 X | 13046 | Blaine | S.H. 8 | CREEK | 0614 1243 X | 41ft-40ft-41ft. I-BEAM SPANS, SK. 30 DEG. L.F. | 1953 | 35.970975 | -98.335431 | 122.047 | 34 | — | 3 | 30 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13553 BRKEY
13046 NBI No.
13046 On Under
1 Structure No.
0614 1243 X Control No.
014 Lane Ind.
Milepoint
12430 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
05 County
011 Location
12.6 N JCT US-270 WATONGA Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
122.047 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1800 Future ADT Year
2042 Bypass Detour
29.204446 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
13046 ODOT County
06 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft-40ft-41ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0614 1243 X H Index
76.4771 Latitude
35:58:15.51 Longitude
-98:20:07.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13046 Vault Link
http://plansrv1/bridgemaintvault/b13046 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.970975 Longitude DD
-98.335431 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13553 x
-10946650.1058571 y
4296628.31141904 |
|||||||||||||||||||||||||||||||||||||
| 13045 | 7620 1186 X | 13045 | Woods | S.H. 14 | EAGLE CHIEF CREEK | 7620 1186 X | 3-40ft. I-BM. SPANS | 1953 | 36.753792 | -98.881492 | 121.499 | 30.666 | — | 3 | 0 | 2 | 28.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13552 BRKEY
13045 NBI No.
13045 On Under
1 Structure No.
7620 1186 X Control No.
020 Lane Ind.
Milepoint
11860 Facility Carried
S.H. 14 Feature Intersected
EAGLE CHIEF CREEK Division
06 County
151 Location
3 MI S JCT US-64 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
450 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
28.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.501 Span Type Main
M Material
3 - Steel Design
02 Length
121.499 Deck Width
30.666 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13045 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 1186 X H Index
92.0205 Latitude
36:45:13.65 Longitude
-98:52:53.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 14 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
13045 Vault Link
http://plansrv1/bridgemaintvault/b13045 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.753792 Longitude DD
-98.881492 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13552 x
-11007437.3383192 y
4404843.9057177 |
|||||||||||||||||||||||||||||||||||||
| 13044 | 0614 1091 X | 13044 | Blaine | S.H. 8 | CREEK | 0614 1091 X | 5-25ft. CONC. SLAB SPANS | 1953 | 35.95645278 | -98.34948889 | 127 | 34 | — | 5 | 0 | 2 | 32 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13551 BRKEY
13044 NBI No.
13044 On Under
1 Structure No.
0614 1091 X Control No.
014 Lane Ind.
Milepoint
10910 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
05 County
011 Location
11.0 MI N JCT U.S. 270 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
127 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1800 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13044 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0614 1091 X H Index
91.9155 Latitude
35:57:23.23 Longitude
-98:20:58.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13044 Vault Link
http://plansrv1/bridgemaintvault/b13044 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.95645278 Longitude DD
-98.34948889 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13551 x
-10948215.0230135 y
4294630.99495259 |
|||||||||||||||||||||||||||||||||||||
| 13043 | 7620 1046 X | 13043 | Woods | S.H. 14 | EAGLE CHIEF CREEK | 7620 1046 X | 3-40ft. I-BM. SPANS | 1953 | 36.73346944 | -98.88157778 | 121.499 | 30.666 | — | 3 | 0 | 2 | 28.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13550 BRKEY
13043 NBI No.
13043 On Under
1 Structure No.
7620 1046 X Control No.
020 Lane Ind.
Milepoint
10460 Facility Carried
S.H. 14 Feature Intersected
EAGLE CHIEF CREEK Division
06 County
151 Location
4.4 MI S JCT US-64 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
450 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
28.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
28.501 Span Type Main
M Material
3 - Steel Design
02 Length
121.499 Deck Width
30.666 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13043 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 1046 X H Index
88.9384 Latitude
36:44:00.49 Longitude
-98:52:53.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 14 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
13043 Vault Link
http://plansrv1/bridgemaintvault/b13043 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
36.73346944 Longitude DD
-98.88157778 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13550 x
-11007446.8873051 y
4402020.69382829 |
|||||||||||||||||||||||||||||||||||||
| 12952 | 3622 1153 X | 12952 | Kay | S.H. 11 | CREEK | 3622 1153 X | 3-10ft. X 9ft. X 99ft. R.C.BOX SK 60 DEG. RF W/ 3ft. ADDft.L CURTAIN WALLS | 1983 | 36.810425 | -97.07394167 | 36.88 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13549 BRKEY
12952 NBI No.
12952 On Under
1 Structure No.
3622 1153 X Control No.
022 Lane Ind.
Milepoint
11530 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
071 Location
0.4 MI W JCT US 77 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
98.753 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
1983 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.88 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
5 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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12952 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 99ft. R.C.BOX SK 60 DEG. RF W/ 3ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 1153 X H Index
95.8561 Latitude
36:48:37.53 Longitude
-97:04:26.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12952 Vault Link
http://plansrv1/bridgemaintvault/b12952 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.810425 Longitude DD
-97.07394167 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13549 x
-10806221.7560003 y
4412715.31605487 |
|||||||||||||||||||||||||||||||||||||
| 12951 | 6524 1116 X | 12951 | Roger Mills | S.H. 47 | CREEK | 6524 1116 X | 3-10ft.X 9ft.X 32ft. RDY. R.C.B. W/ CONC TRAFFIC RAIL. | 1953 | 35.61 | -99.71335556 | 34.121 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13548 BRKEY
12951 NBI No.
12951 On Under
1 Structure No.
6524 1116 X Control No.
024 Lane Ind.
Milepoint
11160 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
11.2 MI E JCT S.H. 30 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
980 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.541 HS Inv. Rating Method
1 HS Inv. Method
33.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12951 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 32ft. RDY. R.C.B. W/ CONC TRAFFIC RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 1116 X H Index
95.8747 Latitude
35:36:36 Longitude
-99:42:48.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12951 Vault Link
http://plansrv1/bridgemaintvault/b12951 GIS FO/SD
Meets Standards H Inv. Method
18.629 Latitude DD
35.61 Longitude DD
-99.71335556 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13548 x
-11100039.9662278 y
4247089.81974067 |
|||||||||||||||||||||||||||||||||||||
| 12950 | 5156 1092 X | 12950 | Muskogee | U.S. 69 | CREEK | 5156 1092 X | 3-10ft.X 6ft.X 128ft. R.C. | 1953 | 35.68723611 | -95.40786944 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13547 BRKEY
12950 NBI No.
12950 On Under
1 Structure No.
5156 1092 X Control No.
056 Lane Ind.
Milepoint
10920 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
101 Location
10.9 MI NE C/L Sufficiency
60.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
15900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
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
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12950 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 128ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1092 X H Index
97.7622 Latitude
35:41:14.05 Longitude
-95:24:28.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12950 Vault Link
http://plansrv1/bridgemaintvault/b12950 GIS FO/SD
Meets Standards H Inv. Method
14.8 Latitude DD
35.68723611 Longitude DD
-95.40786944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13547 x
-10620755.4437319 y
4257670.44596369 |
|||||||||||||||||||||||||||||||||||||
| 12949 | 2526 1066 X | 12949 | Garvin | S.H. 29 | CREEK | 2526 1066 X | 3-10ft. X 9ft. X 32ft. RDY R.C.BOX W/ 3 ft. CURTAIN WALLS | 1953 | 34.65129167 | -96.98584167 | 34.121 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13546 BRKEY
12949 NBI No.
12949 On Under
1 Structure No.
2526 1066 X Control No.
026 Lane Ind.
Milepoint
10660 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
10.9 MI E JCT US 77 Sufficiency
95 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
07 - Major Collector (Rural) Year Built
1953 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
60.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
29.204446 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
12949 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 9ft. X 32ft. RDY R.C.BOX W/ 3 ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2526 1066 X H Index
86.2186 Latitude
34:39:04.65 Longitude
-96:59:09.03 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
12949 Vault Link
http://plansrv1/bridgemaintvault/b12949 GIS FO/SD
Meets Standards H Inv. Method
33.58 Latitude DD
34.65129167 Longitude DD
-96.98584167 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13546 x
-10796414.5088614 y
4116593.47100023 |
|||||||||||||||||||||||||||||||||||||
| 12948 | 2041 1033 X | 12948 | Custer | S.H. 44 | CREEK | 2041 1033 X | 2-10ft.X10ft.X53ft. RDY. R.C.B., SK. 45 DEG. R.F. | 1953 | 35.60640556 | -99.18188056 | 32.152 | 55 | — | 2 | 45 | 2 | 53.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13545 BRKEY
12948 NBI No.
12948 On Under
1 Structure No.
2041 1033 X Control No.
041 Lane Ind.
Milepoint
10330 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
039 Location
2.2 MI S JCT SH 33 Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
53.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
55 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.41 HS Inv. Rating Method
1 HS Inv. Method
27.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12948 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X53ft. RDY. R.C.B., SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2041 1033 X H Index
67 Latitude
35:36:23.06 Longitude
-99:10:54.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12948 Vault Link
http://plansrv1/bridgemaintvault/b12948 GIS FO/SD
Meets Standards H Inv. Method
15.13 Latitude DD
35.60640556 Longitude DD
-99.18188056 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13545 x
-11040876.4398585 y
4246597.6639463 |
|||||||||||||||||||||||||||||||||||||
| 12947 | 1110 0911 X | 12947 | Cherokee | S.H. 10 | EAGLE NEST CREEK | 1110 0911 X | 3-10ft.X 12ft. X 74ft. R.C.BOX | 1953 | 36.033819 | -94.916461 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13544 BRKEY
12947 NBI No.
12947 On Under
1 Structure No.
1110 0911 X Control No.
010 Lane Ind.
Milepoint
09110 Facility Carried
S.H. 10 Feature Intersected
EAGLE NEST CREEK Division
01 County
021 Location
9.4 MI N US62 Sufficiency
82.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 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
99.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
47.22421 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
12947 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft. X 74ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0911 X H Index
67 Latitude
36:02:01.75 Longitude
-94:54:59.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12947 Vault Link
http://plansrv1/bridgemaintvault/b12947 GIS FO/SD
Meets Standards H Inv. Method
87.1 Latitude DD
36.033819 Longitude DD
-94.916461 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13544 x
-10566052.1064196 y
4305275.81264573 |
|||||||||||||||||||||||||||||||||||||
| 12855 | 1120R1093 X | 12855 | Cherokee | S.H. 82 | ILLINOIS RIVER | 1120R1093 X | 4-210ft. HI. TRUSS SPANS (STANDING ROCK BR) | 1952 | 35.67333333 | -94.925 | 851.05 | 18.301 | — | 4 | 0 | 2 | 17.001 | 3 - Steel | Truss — Thru (10) | M | _ | Open, no restriction (A) | 30.3 | Not applicable (N) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
13542 BRKEY
12855 NBI No.
12855 On Under
1 Structure No.
1120R1093 X Control No.
020 Lane Ind.
Milepoint
10930 Facility Carried
S.H. 82 Feature Intersected
ILLINOIS RIVER Division
01 County
021 Location
10.9 MI N SEQUOYAH CL Sufficiency
30.3 Kind Hwy
3 Level Service
1 Route No.
00082 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
09 - Local (Rural) Year Built
1952 ADT Total
-1 ADT Year
2005 Design Load
H 10 Skew
0 No. Main Spans
4 Road Width
17.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
851.05 Deck Width
18.301 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
N Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
7 Approach Alignment
3 HS Operating Rating Method
2 HS Operating Rating
17.857 HS Inv. Rating Method
2 HS Inv. Method
17.857 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3800 Future ADT Year
2025 Bypass Detour
62.75849 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12855 ODOT County
11 Nav. Control
1 Nav. HC
199.803149606299 Lft. Br. Nav. Cl.
0 Nav. VC
39.6981627296588 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
4-210ft. HI. TRUSS SPANS (STANDING ROCK BR) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1120R1093 X H Index
100 Latitude
35:40:24 Longitude
-94:55:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 82 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12855 Vault Link
http://plansrv1/bridgemaintvault/b12855 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
35.67333333 Longitude DD
-94.925 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
13542 x
-10567002.6635515 y
4255765.13959651 |
|||||||||||||||||||||||||||||||||||||
| 12854 | 1306R0986 X | 12854 | Cimarron | U.S. 287 | BEAVER RIVER | 1306R0986 X | 8-100ft. PRESTRESSED CONC BM SPANS | 1992 | 36.60666667 | -102.35833333 | 799.869 | 46.001 | — | 8 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13541 BRKEY
12854 NBI No.
12854 On Under
1 Structure No.
1306R0986 X Control No.
006 Lane Ind.
Milepoint
09860 Facility Carried
U.S. 287 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
10.0 MI. N. TEXAS SL Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1992 ADT Total
1600 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
799.869 Deck Width
46.001 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
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2200 Future ADT Year
2017 Bypass Detour
18.019764 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12854 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1306R0986 X H Index
100 Latitude
36:36:24 Longitude
-102:21:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 287 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
12854 Vault Link
http://plansrv1/bridgemaintvault/b12854 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.60666667 Longitude DD
-102.35833333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13541 x
-11394477.5447438 y
4384422.08815854 |
|||||||||||||||||||||||||||||||||||||
| 12853 | 5824R0831 X | 12853 | Ottawa | S.H. 10 | SPRING RIVER | 5824 0831 X | 200ft., 3-100ft. DECK TR | 1952 | 36.871325 | -94.76415833 | 631.001 | 30.801 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Truss — Deck (09) | M | Concrete cast-in-place (1) | Posted for load (P) | 18.6 | Critical (2) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2015 | 2 | Bridge #7 Matched |
|
Raw data
OBJECTID
13540 BRKEY
12853 NBI No.
12853 On Under
1 Structure No.
5824R0831 X Control No.
024 Lane Ind.
Milepoint
08310 Facility Carried
S.H. 10 Feature Intersected
SPRING RIVER Division
08 County
115 Location
3.7 MI W SH10C Sufficiency
18.6 Kind Hwy
3 Level Service
1 Route No.
00010 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
1952 ADT Total
4200 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
4 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
23.999 Span Type Main
M Material
3 - Steel Design
09 Length
631.001 Deck Width
30.801 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
19.952 HS Inv. Rating Method
1 HS Inv. Method
12.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2035 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
122027 Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12853 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
1.401 Rt. Curb SW
1.401 Description
200ft., 3-100ft. DECK TR Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5824 0831 X H Index
60.0326 Latitude
36:52:16.77 Longitude
-94:45:50.97 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
9 - Truss - Deck FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
12853 Vault Link
http://plansrv1/bridgemaintvault/b12853 GIS FO/SD
SD H Inv. Method
7.055 Latitude DD
36.871325 Longitude DD
-94.76415833 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13540 x
-10549097.8507488 y
4421186.29605287 |
|||||||||||||||||||||||||||||||||||||
| 12852 | 2104R1270 X | 12852 | Delaware | U.S. 59 | SPAVINAW CREEK | 2104 1270 X | 2-50ft.(4-100ft. CONT.) | 1952 | 36.34951944 | -94.82293056 | 562 | 33 | — | 7 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13539 BRKEY
12852 NBI No.
12852 On Under
1 Structure No.
2104R1270 X Control No.
004 Lane Ind.
Milepoint
12700 Facility Carried
U.S. 59 Feature Intersected
SPAVINAW CREEK Division
08 County
041 Location
12.7 MI N SH33 Sufficiency
46 Kind Hwy
2 Level Service
1 Route No.
00059 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
06 - Minor Arterial (Rural) Year Built
1952 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
562 Deck Width
33 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
43.3 HS Inv. Rating Method
1 HS Inv. Method
20 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
60.273005 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
12852 ODOT County
21 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
1.5 Rt. Curb SW
1.5 Description
2-50ft.(4-100ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2104 1270 X H Index
83.5097 Latitude
36:20:58.27 Longitude
-94:49:22.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 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
12852 Vault Link
http://plansrv1/bridgemaintvault/b12852 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
36.34951944 Longitude DD
-94.82293056 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13539 x
-10555640.3454651 y
4348821.90116478 |
|||||||||||||||||||||||||||||||||||||
| 13144 | 5618 0417 X | 13144 | Okmulgee | S.H. 52 | MOORE CREEK | 5618 0417 X | (2) 10ft. X 9ft. X 56ft. LONG RCB | 1954 | 35.56767222 | -95.85536944 | 21 | 56 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13537 BRKEY
13144 NBI No.
13144 On Under
1 Structure No.
5618 0417 X Control No.
018 Lane Ind.
Milepoint
04170 Facility Carried
S.H. 52 Feature Intersected
MOORE CREEK Division
01 County
111 Location
4.17 N JCT US-266 Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
56 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.57 HS Inv. Rating Method
1 HS Inv. Method
54.23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13144 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 9ft. X 56ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5618 0417 X H Index
98.5269 Latitude
35:34:03.62 Longitude
-95:51:19.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 52 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0417 NBI Text
13144 Vault Link
http://plansrv1/bridgemaintvault/b13144 GIS FO/SD
Meets Standards H Inv. Method
30.13 Latitude DD
35.56767222 Longitude DD
-95.85536944 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13537 x
-10670570.9158619 y
4241295.64238259 |
|||||||||||||||||||||||||||||||||||||
| 13143 | 3028 0352 X | 13143 | Harper | S.H. 34 | CREEK | 3028 0352 X | 2-10ft.X 10ft.X 104ft. R.C. BOX | 1954 | 36.64003056 | -99.36703889 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 420 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13536 BRKEY
13143 NBI No.
13143 On Under
1 Structure No.
3028 0352 X Control No.
028 Lane Ind.
Milepoint
03520 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
06 County
059 Location
3.7 MI N WOODWARD CO Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.999 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
1954 ADT Total
420 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
72.13 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13143 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 104ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3028 0352 X H Index
95.04 Latitude
36:38:24.11 Longitude
-99:22:01.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13143 Vault Link
http://plansrv1/bridgemaintvault/b13143 GIS FO/SD
Meets Standards H Inv. Method
61.04 Latitude DD
36.64003056 Longitude DD
-99.36703889 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13536 x
-11061488.1708702 y
4389049.76026877 |
|||||||||||||||||||||||||||||||||||||
| 13142 | 5618 0292 X | 13142 | Okmulgee | S.H. 52 | MOORE CREEK TRIB. | 5618 0292 X | (2) 10ft. X 7ft. X 50ft. LONG RCB | 1954 | 35.54983611 | -95.85791111 | 21 | 50 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | 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) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13535 BRKEY
13142 NBI No.
13142 On Under
1 Structure No.
5618 0292 X Control No.
018 Lane Ind.
Milepoint
02920 Facility Carried
S.H. 52 Feature Intersected
MOORE CREEK TRIB. Division
01 County
111 Location
2.92 N JCT US-266 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
50 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.54 HS Inv. Rating Method
1 HS Inv. Method
31.46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13142 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 7ft. X 50ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5618 0292 X H Index
100 Latitude
35:32:59.41 Longitude
-95:51:28.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 52 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0292 NBI Text
13142 Vault Link
http://plansrv1/bridgemaintvault/b13142 GIS FO/SD
Meets Standards H Inv. Method
17.47 Latitude DD
35.54983611 Longitude DD
-95.85791111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13535 x
-10670853.8532721 y
4238855.00458681 |
|||||||||||||||||||||||||||||||||||||
| 13141 | 5618 0258 X | 13141 | Okmulgee | S.H. 52 | MOORE CREEK TRIB. | 5618 0258 X | (2) 10ft. X 7ft. X 36ft. LONG RCB | 1954 | 35.54489444 | -95.85792778 | 21 | 36 | — | 2 | 0 | 2 | 34 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13534 BRKEY
13141 NBI No.
13141 On Under
1 Structure No.
5618 0258 X Control No.
018 Lane Ind.
Milepoint
02580 Facility Carried
S.H. 52 Feature Intersected
MOORE CREEK TRIB. Division
01 County
111 Location
2.58 N JCT US-266 Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1954 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
34 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
36 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.3 HS Inv. Rating Method
1 HS Inv. Method
26.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13141 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
(2) 10ft. X 7ft. X 36ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5618 0258 X H Index
97.5383 Latitude
35:32:41.62 Longitude
-95:51:28.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 52 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0258 NBI Text
13141 Vault Link
http://plansrv1/bridgemaintvault/b13141 GIS FO/SD
Meets Standards H Inv. Method
14.8 Latitude DD
35.54489444 Longitude DD
-95.85792778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13534 x
-10670855.708968 y
4238178.89790072 |
|||||||||||||||||||||||||||||||||||||
| 13042 | 1646R1037 X | 13042 | Comanche | S.H. 65 | WHISKEY CREEK | 1646 1037 X | 3-40ft. I-BM. SPANS | 1953 | 34.72009444 | -98.17685 | 121.063 | 28.543 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13531 BRKEY
13042 NBI No.
13042 On Under
1 Structure No.
1646R1037 X Control No.
046 Lane Ind.
Milepoint
10370 Facility Carried
S.H. 65 Feature Intersected
WHISKEY CREEK Division
07 County
031 Location
2.1 MI.S. JCT. SH 17 Sufficiency
29.9 Kind Hwy
3 Level Service
1 Route No.
00065 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1300 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
3 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
02 Length
121.063 Deck Width
28.543 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
3 Super Rating
4 Sub Rating
4 Chan. Rating
4 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
41.778 HS Inv. Rating Method
1 HS Inv. Method
25.133 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2030 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
13042 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0.984 Rt. Curb SW
0.984 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1646 1037 X H Index
84.886 Latitude
34:43:12.34 Longitude
-98:10:36.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84 NBI Text
13042 Vault Link
http://plansrv1/bridgemaintvault/b13042 GIS FO/SD
SD H Inv. Method
17.747 Latitude DD
34.72009444 Longitude DD
-98.17685 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13531 x
-10928996.9496876 y
4125907.85635145 |
|||||||||||||||||||||||||||||||||||||
| 13041 | 0212 1032 X | 13041 | Alfalfa | S.H. 8 | STINK CREEK | 0212 1032 X | 5-25ft. CONC. SLAB SP | 1953 | 36.89907778 | -98.41916389 | 125 | 32.3 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13530 BRKEY
13041 NBI No.
13041 On Under
1 Structure No.
0212 1032 X Control No.
012 Lane Ind.
Milepoint
10320 Facility Carried
S.H. 8 Feature Intersected
STINK CREEK Division
06 County
003 Location
3.3 W JCT S.H. 58 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
27.008 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
32.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.5 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13041 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
5-25ft. CONC. SLAB SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 1032 X H Index
100 Latitude
36:53:56.68 Longitude
-98:25:08.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13041 Vault Link
http://plansrv1/bridgemaintvault/b13041 GIS FO/SD
Meets Standards H Inv. Method
39.9 Latitude DD
36.89907778 Longitude DD
-98.41916389 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13530 x
-10955971.2085345 y
4425048.85171159 |
|||||||||||||||||||||||||||||||||||||
| 13040 | 0540 0892 X | 13040 | Beckham | S.H. 6 | LONG CREEK | 0540 0892 X | 3-40ft. STEEL I-BEAM SPANS | 1953 | 35.40716667 | -99.68748889 | 121.063 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | 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 | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13529 BRKEY
13040 NBI No.
13040 On Under
1 Structure No.
0540 0892 X Control No.
040 Lane Ind.
Milepoint
08920 Facility Carried
S.H. 6 Feature Intersected
LONG CREEK Division
05 County
009 Location
8.9 MI E JCT S.H. 152 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00006 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
1953 ADT Total
2600 ADT Year
2022 Design Load
H 20 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
121.063 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 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
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 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
13040 ODOT County
05 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. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0540 0892 X H Index
96.261 Latitude
35:24:25.8 Longitude
-99:41:14.96 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
13040 Vault Link
http://plansrv1/bridgemaintvault/b13040 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.40716667 Longitude DD
-99.68748889 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13529 x
-11097160.5016949 y
4219352.06071257 |
|||||||||||||||||||||||||||||||||||||
| 13039 | 5604R0756WX | 13039 | Okmulgee | U.S. 62 | MONTEZUMA CREEK O'FLOW | 5604 0756WX | (3) 40ft. RC BEAM | 1953 | 35.53816944 | -95.95211111 | 122.001 | 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) | 69.9 | 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 | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13528 BRKEY
13039 NBI No.
13039 On Under
1 Structure No.
5604R0756WX Control No.
004 Lane Ind.
W Milepoint
07560 Facility Carried
U.S. 62 Feature Intersected
MONTEZUMA CREEK O'FLOW Division
01 County
111 Location
7.56 N JCT I-40 Sufficiency
69.9 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
1953 ADT Total
7950 ADT Year
2014 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
53.999 Span Type Main
M Material
1 - Concrete Design
02 Length
122.001 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
7 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
67.241 HS Inv. Rating Method
1 HS Inv. Method
37.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 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
13039 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
(3) 40ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0756WX H Index
91.6779 Latitude
35:32:17.41 Longitude
-95:57:07.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0756W NBI Text
13039 Vault Link
http://plansrv1/bridgemaintvault/b13039 GIS FO/SD
Meets Standards H Inv. Method
26.235 Latitude DD
35.53816944 Longitude DD
-95.95211111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13528 x
-10681340.1493048 y
4237258.86747746 |
|||||||||||||||||||||||||||||||||||||
| 13038 | 5604R0719WX | 13038 | Okmulgee | U.S. 62 | BURGESS CREEK | 5604 0719WX | (3) 40ft. RC BEAM | 1953 | 35.53276667 | -95.95261944 | 122.001 | 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) | 80.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13527 BRKEY
13038 NBI No.
13038 On Under
1 Structure No.
5604R0719WX Control No.
004 Lane Ind.
W Milepoint
07190 Facility Carried
U.S. 62 Feature Intersected
BURGESS CREEK Division
01 County
111 Location
7.19 N JCT I-40 Sufficiency
80.9 Kind Hwy
2 Level Service
1 Route No.
00062 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
1953 ADT Total
7950 ADT Year
2014 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
53.999 Span Type Main
M Material
1 - Concrete Design
02 Length
122.001 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
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.241 HS Inv. Rating Method
1 HS Inv. Method
37.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 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
13038 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
(3) 40ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0719WX H Index
94.0381 Latitude
35:31:57.96 Longitude
-95:57:09.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0719W NBI Text
13038 Vault Link
http://plansrv1/bridgemaintvault/b13038 GIS FO/SD
Meets Standards H Inv. Method
26.235 Latitude DD
35.53276667 Longitude DD
-95.95261944 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13527 x
-10681396.7363416 y
4236519.78390818 |