ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 18208 | 6420 1445 X | 18208 | Pushmataha | S.H. 144 (IRR) | WILD HORSE CREEK O'FLOW | 6420 1445 X | (3) 10ft. X 10ft. X 85.3ft. LONG RCB SK 10° | 1972 | 34.51839722 | -95.05715 | 33.999 | 0 | — | 3 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18604 BRKEY
18208 NBI No.
18208 On Under
1 Structure No.
6420 1445 X Control No.
020 Lane Ind.
Milepoint
14450 Facility Carried
S.H. 144 (IRR) Feature Intersected
WILD HORSE CREEK O'FLOW Division
02 County
127 Location
14.45 E JCT US-271 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
10 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 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
18208 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 85.3ft. LONG RCB SK 10° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1445 X H Index
97.801 Latitude
34:31:06.23 Longitude
-95:03:25.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
097 NBI Text
18208 Vault Link
http://plansrv1/bridgemaintvault/b18208 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
34.51839722 Longitude DD
-95.05715 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18604 x
-10581713.5342598 y
4098624.3336372 |
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| 18207 | 5571 1316 X | 18207 | Oklahoma | I-240 | CREEK | 5571 1316 X | 4-8ft.X 5ft.X 425ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS | 1972 | 35.39093889 | -97.34317222 | 36.001 | 0 | — | 4 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18603 BRKEY
18207 NBI No.
18207 On Under
1 Structure No.
5571 1316 X Control No.
071 Lane Ind.
Milepoint
13160 Facility Carried
I-240 Feature Intersected
CREEK Division
04 County
109 Location
8.6 MI E JCT I-35 Sufficiency
75.8 Kind Hwy
1 Level Service
1 Route No.
00240 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
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
5 Appr. Roadway Width
125.997 Span Type Main
M Material
1 - Concrete Design
19 Length
36.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
4 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
18207 ODOT County
55 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
4-8ft.X 5ft.X 425ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 1316 X H Index
99.6908 Latitude
35:23:27.38 Longitude
-97:20:35.42 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-240 MAIN & FRONTAGE RDS Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18207 Vault Link
http://plansrv1/bridgemaintvault/b18207 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.39093889 Longitude DD
-97.34317222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18603 x
-10836192.3637323 y
4217135.90883474 |
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| 18206 | 5504 0934 X | 18206 | Oklahoma | U.S. 62 | CREEK | 5504 0934 X | 3-10ft.X 7ft.X 108ft. R.C.BOX SK60 DEG. | 1972 | 35.49301111 | -97.29977222 | 35 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18602 BRKEY
18206 NBI No.
18206 On Under
1 Structure No.
5504 0934 X Control No.
004 Lane Ind.
Milepoint
09340 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
9.3 MI E OF JCT I-35 Sufficiency
68.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
14900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
35 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.52 HS Inv. Rating Method
1 HS Inv. Method
26.11 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18206 ODOT County
55 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 7ft.X 108ft. R.C.BOX SK60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 0934 X H Index
99.3984 Latitude
35:29:34.84 Longitude
-97:17:59.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18206 Vault Link
http://plansrv1/bridgemaintvault/b18206 GIS FO/SD
Meets Standards H Inv. Method
14.49 Latitude DD
35.49301111 Longitude DD
-97.29977222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18602 x
-10831361.0978319 y
4231082.86602871 |
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| 18205 | 5504 0878 X | 18205 | Oklahoma | U.S. 62 | CREEK | 5504 0878 X | 3-10ft.X 7ft.X 86ft. R.C.BOX SK.60 DEG. | 1972 | 35.49298333 | -97.31379722 | 35 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18601 BRKEY
18205 NBI No.
18205 On Under
1 Structure No.
5504 0878 X Control No.
004 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
8.8 MI E OF JCT I-35 Sufficiency
70.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
82.001 Span Type Main
M Material
1 - Concrete Design
19 Length
35 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
43.52 HS Inv. Rating Method
1 HS Inv. Method
26.11 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26880 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18205 ODOT County
55 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 7ft.X 86ft. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 0878 X H Index
99.2886 Latitude
35:29:34.74 Longitude
-97:18:49.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18205 Vault Link
http://plansrv1/bridgemaintvault/b18205 GIS FO/SD
Meets Standards H Inv. Method
14.49 Latitude DD
35.49298333 Longitude DD
-97.31379722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18601 x
-10832922.3536903 y
4231079.06781355 |
|||||||||||||||||||||||||||||||||||||
| 18117 | 5571 0201 X | 18117 | Oklahoma | PEDESTRIAN | I-240 UNDER | 5571 0201 X | 58ft.,2-75ft.,58ft. CONT. I-BM. SPANS - PEDESTRIAN BRIDGE | 1971 | 35.39105 | -97.539539 | 267.001 | 8.999 | — | 4 | 0 | 6 | 102.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | K | 107800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18600 BRKEY
18117 NBI No.
18117 On Under
A Structure No.
5571 0201 X Control No.
071 Lane Ind.
Milepoint
02010 Facility Carried
PEDESTRIAN Feature Intersected
I-240 UNDER Division
04 County
109 Location
2.0 MI E OF I-44 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.001 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
107800 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
4 Road Width
102.001 Ref. Underclearance Rt.
H Underclearance Right
29.003 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
102.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
267.001 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
172480 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
1701 Max Measured Clearance
1706 Min Measured Clearance
1605 NBI Rating
18117 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
58ft.,2-75ft.,58ft. CONT. I-BM. SPANS - PEDESTRIAN BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0201 X H Index
-1 Latitude
35:23:27.78 Longitude
-97:32:22.34 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-240 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18117 Vault Link
http://plansrv1/bridgemaintvault/b18117 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.39105 Longitude DD
-97.539539 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18600 x
-10858051.8136906 y
4217151.08109045 |
|||||||||||||||||||||||||||||||||||||
| 18116 | 7293 0017 X | 18116 | Tulsa | UTILITY BRIDGE | U.S. 75 UNDER | 7293 0017 X | 132ft.-136ft. CONT. STEEL GIRDER SPANS SK. 87 DEG. 13ft.15ft. | 1971 | 36.162222 | -95.981186 | 269.029 | 8.999 | — | 2 | 3 | 2 | 43.833 | 3 - Steel | Other (00) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | L | 39600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18599 BRKEY
18116 NBI No.
18116 On Under
A Structure No.
7293 0017 X Control No.
093 Lane Ind.
Milepoint
00170 Facility Carried
UTILITY BRIDGE Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
0.1 MI N JCT I-244 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.833 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1971 ADT Total
39600 ADT Year
2022 Design Load
Pedestrian Skew
3 No. Main Spans
2 Road Width
43.833 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
40 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.833 Span Type Main
M Material
3 - Steel Design
00 Length
269.029 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
7 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
63360 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1507 Max Measured Clearance
1800 Min Measured Clearance
1702 NBI Rating
18116 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
132ft.-136ft. CONT. STEEL GIRDER SPANS SK. 87 DEG. 13ft.15ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0017 X H Index
-1 Latitude
36:09:44 Longitude
-95:58:52.27 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 75 N.B. UNDER Scour
N Design Structure
00 - Other FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18116 Vault Link
http://plansrv1/bridgemaintvault/b18116 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.162222 Longitude DD
-95.981186 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18599 x
-10684576.7512545 y
4322965.88889782 |
|||||||||||||||||||||||||||||||||||||
| 18115 | 4607 2997SX | 18115 | McIntosh | I-40 EB | U.S. 266 UNDER | 4607 2997SX | 63ft. - 118ft. - 63ft. CONTINUOUS PLATE GIRDER SK 60° | 1971 | 35.464061 | -95.353836 | 247.999 | 43.799 | — | 3 | 60 | 2 | 40.801 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18598 BRKEY
18115 NBI No.
18115 On Under
1 Structure No.
4607 2997SX Control No.
007 Lane Ind.
S Milepoint
29970 Facility Carried
I-40 EB Feature Intersected
U.S. 266 UNDER Division
01 County
091 Location
0.6 W MUSKOGEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.801 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
1971 ADT Total
6200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.801 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
247.999 Deck Width
43.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.8 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1800 Min Measured Clearance
1707 NBI Rating
18115 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
63ft. - 118ft. - 63ft. CONTINUOUS PLATE GIRDER SK 60° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2997SX H Index
80.3483 Latitude
35:27:50.62 Longitude
-95:21:13.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2997S NBI Text
18115 Vault Link
http://plansrv1/bridgemaintvault/b18115 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.464061 Longitude DD
-95.353836 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18598 x
-10614740.4687053 y
4227125.37988453 |
|||||||||||||||||||||||||||||||||||||
| 18114 | 4607 2997NX | 18114 | McIntosh | I-40 WB | U.S. 266 UNDER | 4607 2997NX | 63ft. - 118ft. - 63ft. CONTINUOUS PLATE GIRDER SK 60° | 1971 | 35.464403 | -95.354094 | 247.999 | 43.799 | — | 3 | 60 | 2 | 40.801 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18597 BRKEY
18114 NBI No.
18114 On Under
1 Structure No.
4607 2997NX Control No.
007 Lane Ind.
N Milepoint
29970 Facility Carried
I-40 WB Feature Intersected
U.S. 266 UNDER Division
01 County
091 Location
0.6 W MUSKOGEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.801 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
1971 ADT Total
6000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.801 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
247.999 Deck Width
43.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.8 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1701 Min Measured Clearance
1609 NBI Rating
18114 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
63ft. - 118ft. - 63ft. CONTINUOUS PLATE GIRDER SK 60° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2997NX H Index
81.8111 Latitude
35:27:51.85 Longitude
-95:21:14.74 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2997N NBI Text
18114 Vault Link
http://plansrv1/bridgemaintvault/b18114 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.464403 Longitude DD
-95.354094 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18597 x
-10614769.1891339 y
4227172.1230399 |
|||||||||||||||||||||||||||||||||||||
| 18113 | 7293 0006WXR | 18113 | Tulsa | I-244 RAMP W-N | U.S. 75 & RAMP UNDER | 7293 0006 X | 44ft.(109ft. CONT.) 100ft. PLAT | 1971 | 36.160519 | -95.981203 | 250 | 23.999 | — | 3 | 0 | 1 | 22.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18596 BRKEY
18113 NBI No.
18113 On Under
1 Structure No.
7293 0006WXR Control No.
093 Lane Ind.
W Milepoint
00060 Facility Carried
I-244 RAMP W-N Feature Intersected
U.S. 75 & RAMP UNDER Division
08 County
143 Location
I-244 & 75 JCT. Sufficiency
87.4 Kind Hwy
1 Level Service
7 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
36700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
250 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
58720 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1608 Min Measured Clearance
1502 NBI Rating
18113 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft.(109ft. CONT.) 100ft. PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7293 0006 X H Index
92.8588 Latitude
36:09:37.87 Longitude
-95:58:52.33 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-244 RAMP W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18113 Vault Link
http://plansrv1/bridgemaintvault/b18113 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.160519 Longitude DD
-95.981203 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18596 x
-10684578.6436858 y
4322731.07730595 |
|||||||||||||||||||||||||||||||||||||
| 18024 | 7209 0617NX | 18024 | Tulsa | I-244 | CINCINNATI AVE. UNDER | 7209 0617NX | 77ft. PLT GRDR SPAN | 1971 | 36.162197 | -95.993 | 78.084 | 51.001 | — | 1 | 5 | 3 | 48.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18595 BRKEY
18024 NBI No.
18024 On Under
1 Structure No.
7209 0617NX Control No.
009 Lane Ind.
N Milepoint
06170 Facility Carried
I-244 Feature Intersected
CINCINNATI AVE. UNDER Division
08 County
143 Location
6.1 MI N I-44 Sufficiency
93.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
1 Road Width
48.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.999 Span Type Main
M Material
3 - Steel Design
02 Length
78.084 Deck Width
51.001 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1500 Min Measured Clearance
1401 NBI Rating
18024 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0617NX H Index
90.9284 Latitude
36:09:43.91 Longitude
-95:59:34.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18024 Vault Link
http://plansrv1/bridgemaintvault/b18024 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.162197 Longitude DD
-95.993 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18595 x
-10685891.8797187 y
4322962.44183228 |
|||||||||||||||||||||||||||||||||||||
| 18023 | 7209 0609NX | 18023 | Tulsa | I-244 | BOSTON AVE. UNDER | 7209 0609NX | 76ft. PLT GRDR SPAN | 1971 | 36.16185833 | -95.99429722 | 77.1 | 70 | — | 1 | 5 | 4 | 67.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18594 BRKEY
18023 NBI No.
18023 On Under
1 Structure No.
7209 0609NX Control No.
009 Lane Ind.
N Milepoint
06090 Facility Carried
I-244 Feature Intersected
BOSTON AVE. UNDER Division
08 County
143 Location
6.0 MI N I-44 Sufficiency
86.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
1 Road Width
67.001 Ref. Underclearance Rt.
H Underclearance Right
20.331 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.001 Span Type Main
M Material
3 - Steel Design
02 Length
77.1 Deck Width
70 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.3 HS Inv. Rating Method
1 HS Inv. Method
56 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1401 Max Measured Clearance
1802 Min Measured Clearance
1800 NBI Rating
18023 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
76ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0609NX H Index
98.0769 Latitude
36:09:42.69 Longitude
-95:59:39.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18023 Vault Link
http://plansrv1/bridgemaintvault/b18023 GIS FO/SD
Meets Standards H Inv. Method
42.1 Latitude DD
36.16185833 Longitude DD
-95.99429722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18594 x
-10686036.2855886 y
4322915.74523307 |
|||||||||||||||||||||||||||||||||||||
| 18022 | 7209 0602 X | 18022 | Tulsa | I-244 | MAIN ST. UNDER | 7209 0602 X | 77ft. PLT GRDR SPAN | 1971 | 36.16115833 | -95.99532778 | 78.084 | 139.764 | — | 1 | 8 | 8 | 138.123 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.2 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 66400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18593 BRKEY
18022 NBI No.
18022 On Under
1 Structure No.
7209 0602 X Control No.
009 Lane Ind.
Milepoint
06020 Facility Carried
I-244 Feature Intersected
MAIN ST. UNDER Division
08 County
143 Location
6.0 MI N I-44 Sufficiency
71.2 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
66400 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
1 Road Width
138.123 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
3 - Steel Design
02 Length
78.084 Deck Width
139.764 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.1 HS Inv. Rating Method
1 HS Inv. Method
52.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
106240 Future ADT Year
2042 Bypass Detour
1.938678 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1304 Max Measured Clearance
1403 Min Measured Clearance
1308 NBI Rating
18022 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0602 X H Index
98.0793 Latitude
36:09:40.17 Longitude
-95:59:43.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18022 Vault Link
http://plansrv1/bridgemaintvault/b18022 GIS FO/SD
FO H Inv. Method
40.2 Latitude DD
36.16115833 Longitude DD
-95.99532778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18593 x
-10686151.007003 y
4322819.22826109 |
|||||||||||||||||||||||||||||||||||||
| 18021 | 7209 0594 X | 18021 | Tulsa | I-244 | BOULDER AVE UNDER | 7209 0594 X | 77ft. PLT GRDR SPAN | 1971 | 36.160925 | -95.99660556 | 78.999 | 139.764 | — | 1 | 11 | 8 | 138.123 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.2 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 66400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18592 BRKEY
18021 NBI No.
18021 On Under
1 Structure No.
7209 0594 X Control No.
009 Lane Ind.
Milepoint
05940 Facility Carried
I-244 Feature Intersected
BOULDER AVE UNDER Division
08 County
143 Location
5.9 MI N I-44 Sufficiency
75.2 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
66400 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
1 Road Width
138.123 Ref. Underclearance Rt.
H Underclearance Right
17.717 Underclearance Left
0 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
3 - Steel Design
02 Length
78.999 Deck Width
139.764 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.8 HS Inv. Rating Method
1 HS Inv. Method
49.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
106240 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1401 Max Measured Clearance
1501 Min Measured Clearance
1405 NBI Rating
18021 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0594 X H Index
96.2087 Latitude
36:09:39.33 Longitude
-95:59:47.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18021 Vault Link
http://plansrv1/bridgemaintvault/b18021 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
36.160925 Longitude DD
-95.99660556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18592 x
-10686293.2488219 y
4322787.05658821 |
|||||||||||||||||||||||||||||||||||||
| 18020 | 7209 0587 X | 18020 | Tulsa | I-244 | CHEYENNE AVE. UNDER | 7209 0587 X | 77ft. PLT GRDR SPAN | 1971 | 36.16069167 | -95.99788333 | 78.084 | 141.732 | — | 1 | 0 | 9 | 140.092 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.5 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 66400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18591 BRKEY
18020 NBI No.
18020 On Under
1 Structure No.
7209 0587 X Control No.
009 Lane Ind.
Milepoint
05870 Facility Carried
I-244 Feature Intersected
CHEYENNE AVE. UNDER Division
08 County
143 Location
5.8 MI N I-44 Sufficiency
75.5 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
82.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
66400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
140.092 Ref. Underclearance Rt.
H Underclearance Right
16.076 Underclearance Left
0 Deck Structure Type
1 No. Lanes
9 Fill RCB
Appr. Roadway Width
82.001 Span Type Main
M Material
3 - Steel Design
02 Length
78.084 Deck Width
141.732 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.7 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
106240 Future ADT Year
2042 Bypass Detour
1.999572 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1605 Min Measured Clearance
1601 NBI Rating
18020 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft. PLT GRDR SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0587 X H Index
96.3388 Latitude
36:09:38.49 Longitude
-95:59:52.38 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18020 Vault Link
http://plansrv1/bridgemaintvault/b18020 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
36.16069167 Longitude DD
-95.99788333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18591 x
-10686435.4895277 y
4322754.88501108 |
|||||||||||||||||||||||||||||||||||||
| 18305 | 0808 0194 X | 18305 | Caddo | U.S. 277 | LITTLE WASHITA RIVER | 0808 0194 X | 3-55ft. I-BM. SPANS | 1972 | 34.87959444 | -98.21770278 | 166.995 | 34.6 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18589 BRKEY
18305 NBI No.
18305 On Under
1 Structure No.
0808 0194 X Control No.
008 Lane Ind.
Milepoint
01940 Facility Carried
U.S. 277 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
015 Location
1.9 MI NE COMANCHE C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00277 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
07 - Major Collector (Rural) Year Built
1972 ADT Total
2300 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
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
166.995 Deck Width
34.6 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
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
22.990734 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
18305 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0808 0194 X H Index
95.8949 Latitude
34:52:46.54 Longitude
-98:13:03.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17 NBI Text
18305 Vault Link
http://plansrv1/bridgemaintvault/b18305 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.87959444 Longitude DD
-98.21770278 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18589 x
-10933544.6603547 y
4147530.52413413 |
|||||||||||||||||||||||||||||||||||||
| 18304 | 4428 2059 X | 18304 | McClain | S.H. 59 | SANDY CREEK | 4428 2059 X | 6-25ft. CONC. SLAB SPA | 1972 | 34.88387778 | -96.99194167 | 149.934 | 35.105 | — | 6 | 0 | 2 | 32.152 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18588 BRKEY
18304 NBI No.
18304 On Under
1 Structure No.
4428 2059 X Control No.
028 Lane Ind.
Milepoint
20590 Facility Carried
S.H. 59 Feature Intersected
SANDY CREEK Division
03 County
087 Location
1.6 MI.W. JCT. US 177 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00059 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
1972 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
35.105 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18304 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4428 2059 X H Index
88.9245 Latitude
34:53:01.96 Longitude
-96:59:30.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18304 Vault Link
http://plansrv1/bridgemaintvault/b18304 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.88387778 Longitude DD
-96.99194167 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18588 x
-10797093.5577553 y
4148111.77409251 |
|||||||||||||||||||||||||||||||||||||
| 18303 | 5571 1159SX | 18303 | Oklahoma | I-240 EB | DOUGLAS BLVD UNDER | 5571 1159SX | 32ft.,2-43ft.,32ft. CONT. CONC. SLAB SPANS | 1972 | 35.388153 | -97.371056 | 152.001 | 49.8 | — | 4 | 0 | 3 | 47.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18587 BRKEY
18303 NBI No.
18303 On Under
1 Structure No.
5571 1159SX Control No.
071 Lane Ind.
S Milepoint
11590 Facility Carried
I-240 EB Feature Intersected
DOUGLAS BLVD UNDER Division
04 County
109 Location
7 MI E OF JCT I35 Sufficiency
93.7 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
9850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
8.051 Underclearance Left
5.4 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
152.001 Deck Width
49.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1705 Min Measured Clearance
1608 NBI Rating
18303 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.,2-43ft.,32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 1159SX H Index
91.181 Latitude
35:23:17.35 Longitude
-97:22:15.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18303 Vault Link
http://plansrv1/bridgemaintvault/b18303 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.388153 Longitude DD
-97.371056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18587 x
-10839296.3719233 y
4216755.49774365 |
|||||||||||||||||||||||||||||||||||||
| 18302 | 5571 1159NX | 18302 | Oklahoma | I-240 WB | DOUGLAS BLVD UNDER | 5571 1159NX | 32ft.,2-43ft.,32ft. CONT. CONC. SLAB SPANS | 1972 | 35.388578 | -97.37105 | 152.001 | 39.8 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18586 BRKEY
18302 NBI No.
18302 On Under
1 Structure No.
5571 1159NX Control No.
071 Lane Ind.
N Milepoint
11590 Facility Carried
I-240 WB Feature Intersected
DOUGLAS BLVD UNDER Division
04 County
109 Location
7 MI E OF JCT I35 Sufficiency
81.7 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
9850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.801 Underclearance Left
5.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
152.001 Deck Width
39.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1611 Min Measured Clearance
1604 NBI Rating
18302 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.,2-43ft.,32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 1159NX H Index
88.9289 Latitude
35:23:18.88 Longitude
-97:22:15.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18302 Vault Link
http://plansrv1/bridgemaintvault/b18302 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.388578 Longitude DD
-97.37105 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18586 x
-10839295.7040064 y
4216813.53031044 |
|||||||||||||||||||||||||||||||||||||
| 18300 | 7402R0623 X | 18300 | Washington | U.S. 60 | HOGSHOOTER CREEK | 7402 0623 X | 3-50ft. PRESTRESSED CONC. BM SPANS SK. 70 DEG. | 1972 | 36.727967 | -95.822317 | 151.903 | 45.899 | — | 3 | 20 | 2 | 42.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
18584 BRKEY
18300 NBI No.
18300 On Under
1 Structure No.
7402R0623 X Control No.
002 Lane Ind.
Milepoint
06230 Facility Carried
U.S. 60 Feature Intersected
HOGSHOOTER CREEK Division
08 County
147 Location
6.4 MI E US 75 Sufficiency
39 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1972 ADT Total
5400 ADT Year
2019 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
42.9 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
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
45.899 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.9 HS Inv. Rating Method
3 HS Inv. Method
37.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8640 Future ADT Year
2039 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18300 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CONC. BM SPANS SK. 70 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7402 0623 X H Index
81.6068 Latitude
36:43:40.68 Longitude
-95:49:20.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18300 Vault Link
http://plansrv1/bridgemaintvault/b18300 GIS FO/SD
FOSD H Inv. Method
37.6 Latitude DD
36.727967 Longitude DD
-95.822317 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18584 x
-10666891.5350716 y
4401256.42293808 |
|||||||||||||||||||||||||||||||||||||
| 18204 | 5108 0684 X | 18204 | Muskogee | U.S. 64 | ASH CREEK TRIB. | 5108 0684 X | 3-8ft.X 8ft.X 84ft. R.C.BO | 1972 | 35.77152778 | -95.65438333 | 30.84 | 0 | — | 3 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18583 BRKEY
18204 NBI No.
18204 On Under
1 Structure No.
5108 0684 X Control No.
008 Lane Ind.
Milepoint
06840 Facility Carried
U.S. 64 Feature Intersected
ASH CREEK TRIB. Division
01 County
101 Location
6.9 MI SE C/L Sufficiency
80.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
45.45 HS Inv. Rating Method
2 HS Inv. Method
27.27 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4960 Future ADT Year
2042 Bypass Detour
47.845582 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
18204 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 84ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5108 0684 X H Index
66.3013 Latitude
35:46:17.5 Longitude
-95:39:15.78 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
-1 NBI Text
18204 Vault Link
http://plansrv1/bridgemaintvault/b18204 GIS FO/SD
Meets Standards H Inv. Method
15.13 Latitude DD
35.77152778 Longitude DD
-95.65438333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18583 x
-10648197.2444402 y
4269229.31568817 |
|||||||||||||||||||||||||||||||||||||
| 18203 | 5571 0533 X | 18203 | Oklahoma | I-240 | CROOKED CREEK TRIB. | 5571 0533 X | (3) -10ft. X 7ft. X 22 RCBft. W/ 3ft. DROPPED FLOOR NORTH 32ft. | 1972 | 35.39116944 | -97.48052222 | 31.578 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 64500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18582 BRKEY
18203 NBI No.
18203 On Under
1 Structure No.
5571 0533 X Control No.
071 Lane Ind.
Milepoint
05330 Facility Carried
I-240 Feature Intersected
CROOKED CREEK TRIB. Division
04 County
109 Location
0.8 MI E OF JCT I-35 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00240 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
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
64500 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
6 Fill RCB
13 Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
31.578 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.66 HS Inv. Rating Method
1 HS Inv. Method
56.79 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
103200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18203 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) -10ft. X 7ft. X 22 RCBft. W/ 3ft. DROPPED FLOOR NORTH 32ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0533 X H Index
95.5638 Latitude
35:23:28.21 Longitude
-97:28:49.88 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-240 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18203 Vault Link
http://plansrv1/bridgemaintvault/b18203 GIS FO/SD
Meets Standards H Inv. Method
45.69 Latitude DD
35.39116944 Longitude DD
-97.48052222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18582 x
-10851482.0957928 y
4217167.39084485 |
|||||||||||||||||||||||||||||||||||||
| 18202 | 4102 0450 X | 18202 | Lincoln | U.S. 62 | CREEK | 4102 0450 X | (3-10ft.X8ft.BK3-10ft.X14ft. | 1972 | 35.50398056 | -97.06589722 | 39.042 | 23.999 | — | 3 | 60 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18581 BRKEY
18202 NBI No.
18202 On Under
1 Structure No.
4102 0450 X Control No.
002 Lane Ind.
Milepoint
04500 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
081 Location
4.7 MI E OK C/L Sufficiency
76 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
24.233476 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
18202 ODOT County
41 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.X8ft.BK3-10ft.X14ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4102 0450 X H Index
98.6972 Latitude
35:30:14.33 Longitude
-97:03:57.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18202 Vault Link
http://plansrv1/bridgemaintvault/b18202 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.50398056 Longitude DD
-97.06589722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18581 x
-10805326.2519226 y
4232582.7646291 |
|||||||||||||||||||||||||||||||||||||
| 18201 | 3804 0270 X | 18201 | Kiowa | U.S. 183 | CREEK | 3804 0270 X | 3-10ft. X 6ft. X 125ft. R.C.B. | 1972 | 34.63383056 | -98.9658 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | 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 | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18580 BRKEY
18201 NBI No.
18201 On Under
1 Structure No.
3804 0270 X Control No.
004 Lane Ind.
Milepoint
02700 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
0.3 MI S U.S. 62 Sufficiency
93.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1972 ADT Total
1700 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
5 Appr. Roadway Width
54.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
80.4 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
49.999872 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
18201 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 125ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3804 0270 X H Index
95.37 Latitude
34:38:01.79 Longitude
-98:57:56.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18201 Vault Link
http://plansrv1/bridgemaintvault/b18201 GIS FO/SD
Meets Standards H Inv. Method
26.8 Latitude DD
34.63383056 Longitude DD
-98.9658 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18580 x
-11016822.4619489 y
4114230.85031939 |
|||||||||||||||||||||||||||||||||||||
| 18200 | 5147 0254 X | 18200 | Muskogee | U.S. 62 | CREEK | 5147 0254 X | 3-10ft.X 8ft.X 143ft. R.C.B. | 1955 | 35.76968333 | -95.35694167 | 34.121 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 25000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18579 BRKEY
18200 NBI No.
18200 On Under
1 Structure No.
5147 0254 X Control No.
047 Lane Ind.
Milepoint
02540 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
01 County
101 Location
2.6 MI E JCT US 69 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1955 ADT Total
25000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 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
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
40000 Future ADT Year
2042 Bypass Detour
13.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18200 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 143ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5147 0254 X H Index
66.1282 Latitude
35:46:10.86 Longitude
-95:21:24.99 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
-1 NBI Text
18200 Vault Link
http://plansrv1/bridgemaintvault/b18200 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.76968333 Longitude DD
-95.35694167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18579 x
-10615086.1903083 y
4268976.25629419 |
|||||||||||||||||||||||||||||||||||||
| 18199 | 6912 0037 X | 18199 | Stephens | S.H. 29 | WILD HORSE CREEK | 6912 0037 X | (3 - 10ft. X 10ft. U.S. END), (3 - 10ft. X 14ft. D.S. END) X 60ft. R.C. BOX | 1972 | 34.64754167 | -97.95125 | 34.101 | 60 | — | 3 | 0 | 4 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | 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 | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18578 BRKEY
18199 NBI No.
18199 On Under
1 Structure No.
6912 0037 X Control No.
012 Lane Ind.
Milepoint
00370 Facility Carried
S.H. 29 Feature Intersected
WILD HORSE CREEK Division
07 County
137 Location
0.4 MI E JCT US 81 Sufficiency
78.8 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1972 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
60 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.2 HS Inv. Rating Method
1 HS Inv. Method
38.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
26.100001 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
18199 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
3.501 Rt. Curb SW
3.501 Description
(3 - 10ft. X 10ft. U.S. END), (3 - 10ft. X 14ft. D.S. END) X 60ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0037 X H Index
98.2727 Latitude
34:38:51.15 Longitude
-97:57:04.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15 NBI Text
18199 Vault Link
http://plansrv1/bridgemaintvault/b18199 GIS FO/SD
Meets Standards H Inv. Method
21.4 Latitude DD
34.64754167 Longitude DD
-97.95125 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18578 x
-10903883.2725646 y
4116086.02559228 |
|||||||||||||||||||||||||||||||||||||
| 18112 | 6633 0564 X | 18112 | Rogers | S.H. 266 | VERDIGRIS RIVER O'FLOW | 6633 0564 X | 4-62ft.STEEL GIRDERS 46.75ft.CL.RDY.W/F-SHAPED PARAPETS. | 1971 | 36.2494 | -95.72774444 | 251.66 | 49.751 | — | 4 | 0 | 2 | 46.749 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26 | Critical (2) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18577 BRKEY
18112 NBI No.
18112 On Under
1 Structure No.
6633 0564 X Control No.
033 Lane Ind.
Milepoint
05640 Facility Carried
S.H. 266 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
5.9 MI E TULSA C/L Sufficiency
26 Kind Hwy
3 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.749 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
1971 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
46.749 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.749 Span Type Main
M Material
3 - Steel Design
02 Length
251.66 Deck Width
49.751 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
2 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80.3 HS Inv. Rating Method
3 HS Inv. Method
0 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18112 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-62ft.STEEL GIRDERS 46.75ft.CL.RDY.W/F-SHAPED PARAPETS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6633 0564 X H Index
95.2454 Latitude
36:14:57.84 Longitude
-95:43:39.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 266 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
18112 Vault Link
http://plansrv1/bridgemaintvault/b18112 GIS FO/SD
Meets Standards H Inv. Method
61.8 Latitude DD
36.2494 Longitude DD
-95.72774444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18577 x
-10656363.7658494 y
4334992.91529424 |
|||||||||||||||||||||||||||||||||||||
| 18111 | 7293 0018 X | 18111 | Tulsa | ARCHER ST. | U.S. 75 UNDER | 7293 0018 X | 126ft.-129ft. CONT. PLAT | 1971 | 36.16231111 | -95.98118333 | 255.65 | 68.999 | — | 2 | 0 | 2 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18576 BRKEY
18111 NBI No.
18111 On Under
1 Structure No.
7293 0018 X Control No.
Lane Ind.
Milepoint
Facility Carried
ARCHER ST. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
0.1 MI N JCT I-244 Sufficiency
94.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
255.65 Deck Width
68.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.9 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1506 Min Measured Clearance
1503 NBI Rating
18111 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
7.001 Rt. Curb SW
7.999 Description
126ft.-129ft. CONT. PLAT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0018 X H Index
72.4042 Latitude
36:09:44.32 Longitude
-95:58:52.26 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
ARCHER ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18111 Vault Link
http://plansrv1/bridgemaintvault/b18111 GIS FO/SD
Meets Standards H Inv. Method
17.3 Latitude DD
36.16231111 Longitude DD
-95.98118333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18576 x
-10684576.4540314 y
4322978.1756272 |
|||||||||||||||||||||||||||||||||||||
| 18110 | 7209 0693 XR | 18110 | Tulsa | I-244 E-S RAMP | I-444 NB UNDER | 7209 0693 XR | 43ft.,2-84ft.,30ft.PLTGRDR | 1971 | 36.15851111 | -95.98021944 | 244.094 | 22.999 | — | 4 | 99 | 1 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18575 BRKEY
18110 NBI No.
18110 On Under
1 Structure No.
7209 0693 XR Control No.
009 Lane Ind.
Milepoint
06930 Facility Carried
I-244 E-S RAMP Feature Intersected
I-444 NB UNDER Division
08 County
143 Location
6.9 MI N I-44 Sufficiency
91.4 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
244.094 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.7 HS Inv. Rating Method
1 HS Inv. Method
48.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
1.999572 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1601 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
18110 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
43ft.,2-84ft.,30ft.PLTGRDR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 0693 XR H Index
99.0872 Latitude
36:09:30.64 Longitude
-95:58:48.79 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-244 E-S RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
18110 Vault Link
http://plansrv1/bridgemaintvault/b18110 GIS FO/SD
FO H Inv. Method
26.9 Latitude DD
36.15851111 Longitude DD
-95.98021944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18575 x
-10684469.1542875 y
4322454.23368352 |
|||||||||||||||||||||||||||||||||||||
| 18108 | 4607 2033 X | 18108 | McIntosh | CO. RD. N4210 | I-40 UNDER | 4607 2033 X | (2) 113ft. CONTINUOUS PLATE GIRDER | 1971 | 35.45735556 | -95.52250278 | 231.001 | 33.999 | — | 2 | 0 | 2 | 31.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18573 BRKEY
18108 NBI No.
18108 On Under
1 Structure No.
4607 2033 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4210 Feature Intersected
I-40 UNDER Division
01 County
091 Location
1.2 E JCT US-69 Sufficiency
98 Kind Hwy
4 Level Service
1 Route No.
N4210 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
75 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
31.001 Ref. Underclearance Rt.
H Underclearance Right
27.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
231.001 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1700 Min Measured Clearance
1606 NBI Rating
18108 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 113ft. CONTINUOUS PLATE GIRDER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2033 X H Index
90.3885 Latitude
35:27:26.48 Longitude
-95:31:21.01 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4210 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2033 NBI Text
18108 Vault Link
http://plansrv1/bridgemaintvault/b18108 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.45735556 Longitude DD
-95.52250278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18573 x
-10633516.3687687 y
4226208.94803122 |
|||||||||||||||||||||||||||||||||||||
| 18107 | 5115 0278SX | 18107 | Muskogee | I-40 EB | UP R.R. & CO. RD. UNDER | 5115 0278SX | 50FT,2-63FT,50FT CONT. | 1971 | 35.47861111 | -95.297525 | 229.003 | 40 | — | 4 | 22 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18572 BRKEY
18107 NBI No.
18107 On Under
1 Structure No.
5115 0278SX Control No.
015 Lane Ind.
S Milepoint
02780 Facility Carried
I-40 EB Feature Intersected
UP R.R. & CO. RD. UNDER Division
01 County
101 Location
2.8 MI E C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y 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
1971 ADT Total
6550 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
229.003 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2403 Max Measured Clearance
2406 Min Measured Clearance
2404 NBI Rating
18107 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50FT,2-63FT,50FT CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0278SX H Index
89.0077 Latitude
35:28:43 Longitude
-95:17:51.09 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18107 Vault Link
http://plansrv1/bridgemaintvault/b18107 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.47861111 Longitude DD
-95.297525 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18572 x
-10608471.9568593 y
4229114.20484756 |
|||||||||||||||||||||||||||||||||||||
| 18018 | 4607 2133 X | 18018 | McIntosh | I-40 | WEST ELM CREEK | 4607 2133 X | (13ft. - 17ft. - 17ft. - 13ft.) X 12ft. X 208ft. LONG RCB | 1971 | 35.45753611 | -95.50487778 | 65 | 207.999 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 12500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18571 BRKEY
18018 NBI No.
18018 On Under
1 Structure No.
4607 2133 X Control No.
007 Lane Ind.
Milepoint
21330 Facility Carried
I-40 Feature Intersected
WEST ELM CREEK Division
01 County
091 Location
2.2 E JCT US-69 Sufficiency
63.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1971 ADT Total
12500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
207.999 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
4 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20000 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18018 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 17ft. - 13ft.) X 12ft. X 208ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2133 X H Index
98.7308 Latitude
35:27:27.13 Longitude
-95:30:17.56 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2133 NBI Text
18018 Vault Link
http://plansrv1/bridgemaintvault/b18018 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45753611 Longitude DD
-95.50487778 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18571 x
-10631554.3627434 y
4226233.62278201 |
|||||||||||||||||||||||||||||||||||||
| 18017 | 1409 0165 X | 18017 | Cleveland | S.H. 9 | IMHOFF CREEK | 1409 0165 X | (13ft.-17ft.-13ft.)X 12ft.X | 1971 | 35.18421944 | -97.45939444 | 65.945 | 149.934 | — | 3 | 45 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 30100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18570 BRKEY
18017 NBI No.
18017 On Under
1 Structure No.
1409 0165 X Control No.
009 Lane Ind.
Milepoint
01650 Facility Carried
S.H. 9 Feature Intersected
IMHOFF CREEK Division
03 County
027 Location
1.7 MI. E. JCT I-35 Sufficiency
66 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
30100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65.945 Deck Width
149.934 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
114.3 HS Inv. Rating Method
1 HS Inv. Method
68.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48160 Future ADT Year
2042 Bypass Detour
6.213712 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
18017 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1409 0165 X H Index
98.68 Latitude
35:11:03.19 Longitude
-97:27:33.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18017 Vault Link
http://plansrv1/bridgemaintvault/b18017 GIS FO/SD
FO H Inv. Method
43.6 Latitude DD
35.18421944 Longitude DD
-97.45939444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18570 x
-10849130.1620816 y
4188944.09643522 |
|||||||||||||||||||||||||||||||||||||
| 18016 | 5153 0110 X | 18016 | Muskogee | S.H. 165 | COATA CREEK | 5153 0110 X | 4-15ft.X 10ft.X 173ft. R.C | 1971 | 35.71099722 | -95.36130833 | 63.976 | 0 | — | 4 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18569 BRKEY
18016 NBI No.
18016 On Under
1 Structure No.
5153 0110 X Control No.
053 Lane Ind.
Milepoint
01100 Facility Carried
S.H. 165 Feature Intersected
COATA CREEK Division
01 County
101 Location
1.0 MI E US 64 BUS Sufficiency
78.7 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
170 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
1971 ADT Total
12600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
FG Appr. Roadway Width
170 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
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
20160 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18016 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X 10ft.X 173ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0110 X H Index
99.0164 Latitude
35:42:39.59 Longitude
-95:21:40.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18016 Vault Link
http://plansrv1/bridgemaintvault/b18016 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.71099722 Longitude DD
-95.36130833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18569 x
-10615572.284676 y
4260927.55599546 |
|||||||||||||||||||||||||||||||||||||
| 18015 | 4006 0039 X | 18015 | Le Flore | U.S. 59 | MCMURTREY CREEK | 4006 0039 X | (13ft. - 17ft. - 17ft. - 13ft.) X 8ft. X 84ft. RCB | 1971 | 35.03918056 | -94.64134444 | 65 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18568 BRKEY
18015 NBI No.
18015 On Under
1 Structure No.
4006 0039 X Control No.
006 Lane Ind.
Milepoint
00390 Facility Carried
U.S. 59 Feature Intersected
MCMURTREY CREEK Division
02 County
079 Location
0.39 N JCT US-271 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
84 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
1971 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
65 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.8 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18015 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 17ft. - 13ft.) X 8ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0039 X H Index
98.35 Latitude
35:02:21.05 Longitude
-94:38:28.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
039 NBI Text
18015 Vault Link
http://plansrv1/bridgemaintvault/b18015 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
35.03918056 Longitude DD
-94.64134444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18568 x
-10535426.2710516 y
4169206.90122903 |
|||||||||||||||||||||||||||||||||||||
| 18299 | 5571 0554NX | 18299 | Oklahoma | I-240 WB | EASTERN AVE. UNDER | 5571 0554NX | 30ft.,2-43ft.,36ft. CONT. CONC. SLAB SPANS | 1972 | 35.391606 | -97.477219 | 153.999 | 39.8 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18565 BRKEY
18299 NBI No.
18299 On Under
1 Structure No.
5571 0554NX Control No.
071 Lane Ind.
N Milepoint
05540 Facility Carried
I-240 WB Feature Intersected
EASTERN AVE. UNDER Division
04 County
109 Location
1 MI E OF JCT I-35 Sufficiency
81.5 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
30750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
2.5 Underclearance Left
2.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
153.999 Deck Width
39.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
49200 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1906 Min Measured Clearance
1710 NBI Rating
18299 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-43ft.,36ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0554NX H Index
89.5988 Latitude
35:23:29.78 Longitude
-97:28:37.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 WB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18299 Vault Link
http://plansrv1/bridgemaintvault/b18299 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.391606 Longitude DD
-97.477219 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18565 x
-10851114.3830244 y
4217227.00413123 |
|||||||||||||||||||||||||||||||||||||
| 18298 | 5571 0554SX | 18298 | Oklahoma | I-240 EB | EASTERN AVE. UNDER | 5571 0554SX | 30ft.,2-43ft.,36ft. CONT. CONC. SLAB SPANS | 1972 | 35.391311 | -97.477219 | 153.999 | 39.8 | — | 4 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18564 BRKEY
18298 NBI No.
18298 On Under
1 Structure No.
5571 0554SX Control No.
071 Lane Ind.
S Milepoint
05540 Facility Carried
I-240 EB Feature Intersected
EASTERN AVE. UNDER Division
04 County
109 Location
1 MI E OF JCT I-35 Sufficiency
81.4 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1972 ADT Total
32250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
2.5 Underclearance Left
2.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
153.999 Deck Width
39.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1704 Min Measured Clearance
1606 NBI Rating
18298 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,2-43ft.,36ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0554SX H Index
84.5757 Latitude
35:23:28.72 Longitude
-97:28:37.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 EB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18298 Vault Link
http://plansrv1/bridgemaintvault/b18298 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.391311 Longitude DD
-97.477219 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18564 x
-10851114.3830244 y
4217186.72115771 |
|||||||||||||||||||||||||||||||||||||
| 18297 | 1603 0272NX | 18297 | Comanche | U.S. 62 | SANDY CREEK | 1603 0272NX | 3-50ft. PRESTRESED CONC. BM. SPANS | 1972 | 34.63109167 | -98.77811111 | 151.903 | 42.031 | — | 3 | 0 | 2 | 40.03 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18563 BRKEY
18297 NBI No.
18297 On Under
1 Structure No.
1603 0272NX Control No.
003 Lane Ind.
N Milepoint
02720 Facility Carried
U.S. 62 Feature Intersected
SANDY CREEK Division
07 County
031 Location
2.72 MI. E. KIOWA CL Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1972 ADT Total
2550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.03 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
42.031 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
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.1 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
18297 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0272NX H Index
92.2354 Latitude
34:37:51.93 Longitude
-98:46:41.2 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
001 NBI Text
18297 Vault Link
http://plansrv1/bridgemaintvault/b18297 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.63109167 Longitude DD
-98.77811111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18563 x
-10995929.0302866 y
4113860.30284874 |
|||||||||||||||||||||||||||||||||||||
| 18296 | 1606R0152 X | 18296 | Comanche | U.S. 62 | CHANDLER CREEK | 1606R0152 X | 3-50ft. PRESTRESSED CONC. BM. SPANS | 1972 | 34.80457778 | -98.38721389 | 151.903 | 34.777 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3870 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
18562 BRKEY
18296 NBI No.
18296 On Under
1 Structure No.
1606R0152 X Control No.
006 Lane Ind.
Milepoint
01520 Facility Carried
U.S. 62 Feature Intersected
CHANDLER CREEK Division
07 County
031 Location
1.6 MI. N. JCT.US277 Sufficiency
85.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1972 ADT Total
3870 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.907 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
34.777 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
0 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
3200 Future ADT Year
2017 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18296 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1606R0152 X H Index
75.2108 Latitude
34:48:16.48 Longitude
-98:23:13.97 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ 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
37 NBI Text
18296 Vault Link
http://plansrv1/bridgemaintvault/b18296 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.80457778 Longitude DD
-98.38721389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18562 x
-10952414.5508037 y
4137355.65559533 |
|||||||||||||||||||||||||||||||||||||
| 18295 | 1512 0062 X | 18295 | Coal | S.H. 31 | CANEY CREEK | 1512 0062 X | 3-50ft. I BM SPANS. | 1972 | 34.54773889 | -96.21268333 | 151.903 | 34.777 | — | 3 | 0 | 2 | 32.152 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18561 BRKEY
18295 NBI No.
18295 On Under
1 Structure No.
1512 0062 X Control No.
012 Lane Ind.
Milepoint
00620 Facility Carried
S.H. 31 Feature Intersected
CANEY CREEK Division
03 County
029 Location
0.7 MI NE US75 Sufficiency
80.4 Kind Hwy
3 Level Service
1 Route No.
00031 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
1972 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
34.777 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
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18295 ODOT County
15 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I BM SPANS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1512 0062 X H Index
96.7482 Latitude
34:32:51.86 Longitude
-96:12:45.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 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
18295 Vault Link
http://plansrv1/bridgemaintvault/b18295 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.54773889 Longitude DD
-96.21268333 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18561 x
-10710346.9161501 y
4102589.25618516 |
|||||||||||||||||||||||||||||||||||||
| 18106 | 5115 0278NX | 18106 | Muskogee | I-40 WB | UP R.R. & CO. RD. UNDER | 5115 0278NX | 50FT,2-63FT,50FT CONT. | 1971 | 35.47910833 | -95.29708333 | 229.003 | 40 | — | 4 | 22 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18553 BRKEY
18106 NBI No.
18106 On Under
1 Structure No.
5115 0278NX Control No.
015 Lane Ind.
N Milepoint
02780 Facility Carried
I-40 WB Feature Intersected
UP R.R. & CO. RD. UNDER Division
01 County
101 Location
2.8 MI E C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y 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
1971 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
229.003 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2403 Max Measured Clearance
2406 Min Measured Clearance
2404 NBI Rating
18106 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50FT,2-63FT,50FT CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0278NX H Index
98.6508 Latitude
35:28:44.79 Longitude
-95:17:49.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18106 Vault Link
http://plansrv1/bridgemaintvault/b18106 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.47910833 Longitude DD
-95.29708333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18553 x
-10608422.7903798 y
4229182.17519866 |
|||||||||||||||||||||||||||||||||||||
| 18105 | 5115 0613 X | 18105 | Muskogee | CO. RD. N4370 | I-40 UNDER | 5115 0613 X | 2-109ft. CONT. PLATE G | 1971 | 35.48231667 | -95.23878056 | 220.144 | 30.299 | — | 2 | 0 | 2 | 27.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18552 BRKEY
18105 NBI No.
18105 On Under
1 Structure No.
5115 0613 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4370 Feature Intersected
I-40 UNDER Division
01 County
101 Location
6.1 MI E MCINTOSH Sufficiency
94 Kind Hwy
4 Level Service
1 Route No.
N4370 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
11.499 Underclearance Left
11.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
220.144 Deck Width
30.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1610 Min Measured Clearance
1607 NBI Rating
18105 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-109ft. CONT. PLATE G Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0613 X H Index
81.7542 Latitude
35:28:56.34 Longitude
-95:14:19.61 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4370 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18105 Vault Link
http://plansrv1/bridgemaintvault/b18105 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
35.48231667 Longitude DD
-95.23878056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18552 x
-10601932.5557115 y
4229620.76781887 |
|||||||||||||||||||||||||||||||||||||
| 18104 | 5507 0127 X | 18104 | Oklahoma | NW 10TH ST. W.B. | I-44 UNDER | 5507 0127 X | 105ft.-120ft. CONT. PLATE GIRDER SPANS SK. 86 DEG.06ft.12ft. | 1971 | 35.478653 | -97.578283 | 227.001 | 76.001 | — | 2 | 8 | 4 | 72.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18551 BRKEY
18104 NBI No.
18104 On Under
1 Structure No.
5507 0127 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 10TH ST. W.B. Feature Intersected
I-44 UNDER Division
04 County
109 Location
1.2 MI N I-40 Sufficiency
83.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
2 Road Width
72.999 Ref. Underclearance Rt.
H Underclearance Right
17.198 Underclearance Left
14.997 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
61.398 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
227.001 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1611 Min Measured Clearance
1603 NBI Rating
18104 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.-120ft. CONT. PLATE GIRDER SPANS SK. 86 DEG.06ft.12ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0127 X H Index
95.6413 Latitude
35:28:43.15 Longitude
-97:34:41.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
NW 10TH ST. (W.B.) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18104 Vault Link
http://plansrv1/bridgemaintvault/b18104 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.478653 Longitude DD
-97.578283 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18551 x
-10862364.7760419 y
4229119.93122612 |
|||||||||||||||||||||||||||||||||||||
| 18103 | 5507 0123 X | 18103 | Oklahoma | NW 10TH ST. E.B. | I-44 UNDER | 5507 0123 X | 122ft.-105ft. CONT. PLATE GIRDER SPANS SK. 82 DEG. 21ft.12ft. | 1971 | 35.478053 | -97.578389 | 228.999 | 77.169 | — | 2 | 8 | 4 | 73.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18550 BRKEY
18103 NBI No.
18103 On Under
1 Structure No.
5507 0123 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 10TH ST. E.B. Feature Intersected
I-44 UNDER Division
04 County
109 Location
1.2 MI N I-40 Sufficiency
98.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
2 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
15.997 Underclearance Left
16.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
61.398 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
228.999 Deck Width
77.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1700 Min Measured Clearance
1603 NBI Rating
18103 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
122ft.-105ft. CONT. PLATE GIRDER SPANS SK. 82 DEG. 21ft.12ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0123 X H Index
97.6785 Latitude
35:28:40.99 Longitude
-97:34:42.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
NW 10TH ST. (E.B.) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18103 Vault Link
http://plansrv1/bridgemaintvault/b18103 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.478053 Longitude DD
-97.578389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18550 x
-10862376.575908 y
4229037.91128807 |
|||||||||||||||||||||||||||||||||||||
| 18102 | 7209 0652SX | 18102 | Tulsa | I-244 | GREENWOOD AVE. UNDER | 7209 0652SX | 32ft.,115ft.,55ft. PLTGRDR | 1971 | 36.16080278 | -95.98691944 | 217.848 | 51.837 | — | 3 | 40 | 3 | 49.869 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18549 BRKEY
18102 NBI No.
18102 On Under
1 Structure No.
7209 0652SX Control No.
009 Lane Ind.
S Milepoint
06520 Facility Carried
I-244 Feature Intersected
GREENWOOD AVE. UNDER Division
08 County
143 Location
6.5 MI N I-44 Sufficiency
93.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
33200 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
3 - Steel Design
02 Length
217.848 Deck Width
51.837 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.1 HS Inv. Rating Method
1 HS Inv. Method
39.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
2005 Max Measured Clearance
2104 Min Measured Clearance
2102 NBI Rating
18102 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.,115ft.,55ft. PLTGRDR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0652SX H Index
98.1392 Latitude
36:09:38.89 Longitude
-95:59:12.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18102 Vault Link
http://plansrv1/bridgemaintvault/b18102 GIS FO/SD
Meets Standards H Inv. Method
31.7 Latitude DD
36.16080278 Longitude DD
-95.98691944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18549 x
-10685214.9948758 y
4322770.20486343 |
|||||||||||||||||||||||||||||||||||||
| 18101 | 4607 2437 X | 18101 | McIntosh | TEXANNA RD | I-40 UNDER | 4607 2437 X | (2) 107ft. CONTINUOUS PLATE GIRDER | 1971 | 35.45689722 | -95.45145833 | 219.199 | 33.999 | — | 2 | 0 | 2 | 31.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1175 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18548 BRKEY
18101 NBI No.
18101 On Under
1 Structure No.
4607 2437 X Control No.
Lane Ind.
Milepoint
Facility Carried
TEXANNA RD Feature Intersected
I-40 UNDER Division
01 County
091 Location
5.2 E JCT US-69 Sufficiency
81.8 Kind Hwy
4 Level Service
1 Route No.
4656C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
1175 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
31.001 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
219.199 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1880 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1606 Min Measured Clearance
1602 NBI Rating
18101 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 107ft. CONTINUOUS PLATE GIRDER Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2437 X H Index
75.8683 Latitude
35:27:24.83 Longitude
-95:27:05.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
TEXANNA RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2437 NBI Text
18101 Vault Link
http://plansrv1/bridgemaintvault/b18101 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.45689722 Longitude DD
-95.45145833 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18548 x
-10625607.736771 y
4226146.30953566 |
|||||||||||||||||||||||||||||||||||||
| 18011 | 3803 0979 X | 18011 | Kiowa | U.S. 62 | CREEK | 3803 0979 X | (13ft.-17ft.-13ft.) X 10ft. X 215ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1971 | 34.63041944 | -98.83043611 | 54.134 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18546 BRKEY
18011 NBI No.
18011 On Under
1 Structure No.
3803 0979 X Control No.
003 Lane Ind.
Milepoint
09790 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
075 Location
9.9 MI E TILLMAN C/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1971 ADT Total
5000 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
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18011 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 10ft. X 215ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0979 X H Index
67 Latitude
34:37:49.51 Longitude
-98:49:49.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18011 Vault Link
http://plansrv1/bridgemaintvault/b18011 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.63041944 Longitude DD
-98.83043611 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18546 x
-11001753.8226423 y
4113769.35797509 |
|||||||||||||||||||||||||||||||||||||
| 18010 | 1603 0953 X | 18010 | Comanche | U.S. 62 | ROCK CREEK | 1603 0953 X | (13ft.-17ft.-13ft.)X 12ft.X 172ft. R.C.BOX SK.30 DEG. WITH 3ft. ADDITIONAL CURTAIN WALL | 1971 | 34.63737778 | -98.65905556 | 54.134 | 170 | — | 3 | 30 | 4 | 96.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18545 BRKEY
18010 NBI No.
18010 On Under
1 Structure No.
1603 0953 X Control No.
003 Lane Ind.
Milepoint
09530 Facility Carried
U.S. 62 Feature Intersected
ROCK CREEK Division
07 County
031 Location
9.53 MI. E. KIOWA CL Sufficiency
82.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 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
1971 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
96.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
170 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.2 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
60.273005 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
18010 ODOT County
16 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
(13ft.-17ft.-13ft.)X 12ft.X 172ft. R.C.BOX SK.30 DEG. WITH 3ft. ADDITIONAL CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0953 X H Index
100 Latitude
34:38:14.56 Longitude
-98:39:32.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
009 NBI Text
18010 Vault Link
http://plansrv1/bridgemaintvault/b18010 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.63737778 Longitude DD
-98.65905556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18545 x
-10982675.8270845 y
4114710.77583836 |
|||||||||||||||||||||||||||||||||||||
| 18008 | 4607 2875NX | 18008 | McIntosh | I-40 WB | EAST OLIVER CREEK | 4607 2875NX | (12ft. - 14ft. - 12ft.) X 9ft. X 99.3ft. LONG RCB SK 30° | 1971 | 35.459408 | -95.374394 | 48.501 | 86.001 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18543 BRKEY
18008 NBI No.
18008 On Under
1 Structure No.
4607 2875NX Control No.
007 Lane Ind.
N Milepoint
28750 Facility Carried
I-40 WB Feature Intersected
EAST OLIVER CREEK Division
01 County
091 Location
1.8 W MUSKOGEE C/L Sufficiency
95.5 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1971 ADT Total
5800 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
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 Deck Width
86.001 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.6 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18008 ODOT County
46 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
(12ft. - 14ft. - 12ft.) X 9ft. X 99.3ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2875NX H Index
98.3388 Latitude
35:27:33.87 Longitude
-95:22:27.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2875N NBI Text
18008 Vault Link
http://plansrv1/bridgemaintvault/b18008 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
35.459408 Longitude DD
-95.374394 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18543 x
-10617028.974797 y
4226489.44670027 |
|||||||||||||||||||||||||||||||||||||
| 18007 | 4607 2875SX | 18007 | McIntosh | I-40 EB | EAST OLIVER CREEK | 4607 2875SX | (12ft. - 14ft. - 12ft.) X 9ft. X 100.5ft. LONG RCB SK 30° | 1971 | 35.458167 | -95.373417 | 48.501 | 87.001 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18542 BRKEY
18007 NBI No.
18007 On Under
1 Structure No.
4607 2875SX Control No.
007 Lane Ind.
S Milepoint
28750 Facility Carried
I-40 EB Feature Intersected
EAST OLIVER CREEK Division
01 County
091 Location
1.8 W MUSKOGEE C/L Sufficiency
95.5 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85 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
1971 ADT Total
6150 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
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.501 Deck Width
87.001 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
4 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
52.6 HS Inv. Rating Method
1 HS Inv. Method
31.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18007 ODOT County
46 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
(12ft. - 14ft. - 12ft.) X 9ft. X 100.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 2875SX H Index
95.9237 Latitude
35:27:29.4 Longitude
-95:22:24.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-2875S NBI Text
18007 Vault Link
http://plansrv1/bridgemaintvault/b18007 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
35.458167 Longitude DD
-95.373417 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18542 x
-10616920.2156545 y
4226319.84339698 |
|||||||||||||||||||||||||||||||||||||
| 18293 | 6724 1023 X | 18293 | Seminole | S.H. 56 | SAND CREEK | 6724 1023 X | 4-35ft. PRESSTRESSED C | 1972 | 35.38052778 | -96.45893056 | 142.06 | 42.999 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18541 BRKEY
18293 NBI No.
18293 On Under
1 Structure No.
6724 1023 X Control No.
024 Lane Ind.
Milepoint
10230 Facility Carried
S.H. 56 Feature Intersected
SAND CREEK Division
03 County
133 Location
2.4 MI N JCT SH 99A Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1972 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
142.06 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
26.718961 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
18293 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-35ft. PRESSTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6724 1023 X H Index
98.6569 Latitude
35:22:49.9 Longitude
-96:27:32.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
18293 Vault Link
http://plansrv1/bridgemaintvault/b18293 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
35.38052778 Longitude DD
-96.45893056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18541 x
-10737759.0324029 y
4215714.34713452 |