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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| 33463 | 3704F0543WX | 33463 | — | U.S. 81 | UP R.R. UNDER | New Structure Unit | 1901 | 35.93166667 | -97.91638889 | 512 | — | — | 3 | 45 | — | — | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2500 | 2024 | ! | Unmatched | |
|
Raw data
OBJECTID
33020 BRKEY
33463 NBI No.
33463 On Under
1 Structure No.
3704F0543WX Control No.
004 Lane Ind.
W Milepoint
05430 Facility Carried
U.S. 81 Feature Intersected
UP R.R. UNDER Division
04 County
073 Location
5.3N JCT SH 33 Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
2 Vertical Clearance
Horizontal Clearance
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
1901 ADT Total
2500 ADT Year
2024 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
3 - Steel Design
02 Length
512 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
4000 Future ADT Year
2044 Bypass Detour
0.12 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
33463 ODOT County
37 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:54 Longitude
-97:54:59 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 81 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
! Local Bridge ID
NBI Text
33463 Vault Link
http://plansrv1/bridgemaintvault/b33463 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.93166667 Longitude DD
-97.91638889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
33020 x
-10900002.5515509 y
4291222.88032103 |
|||||||||||||||||||||||||||||||||||||
| 32456 | 5590T0674 X | 32456 | — | NW 10TH ST | KICKAPOO TP UNDER | New Structure Unit | 2019 | 35.478589 | -97.201269 | 269 | 40.1 | — | 4 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 14 - Other Principal Arterial (Urban) | 1191 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
33019 BRKEY
32456 NBI No.
32456 On Under
1 Structure No.
5590T0674 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 10TH ST Feature Intersected
KICKAPOO TP UNDER Division
04 County
109 Location
.6E OF PEEBLY RD Sufficiency
96.9 Kind Hwy
5 Level Service
1 Route No.
10TH Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2019 ADT Total
1191 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
24 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
269 Deck Width
40.1 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.8 HS Inv. Rating Method
3 HS Inv. Method
36.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1905 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32456 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
1 Lft. Curb SW
5 Rt. Curb SW
0 Description
New Structure Unit Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:28:42.92 Longitude
-97:12:04.57 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
NW 10TH ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
137.05 NBI Text
32456 Vault Link
http://plansrv1/bridgemaintvault/b32456 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
35.478589 Longitude DD
-97.201269 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
33019 x
-10820395.76954 y
4229111.18240356 |
|||||||||||||||||||||||||||||||||||||
| 32453 | 7530 0274 X | 32453 | — | S.H. 55 | CREEK | 2-14FT X 8FT X 80FT RCB | 2022 | 35.160281 | -99.127278 | 29 | 80 | — | 2 | 0 | 2 | 42 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
33016 BRKEY
32453 NBI No.
32453 On Under
1 Structure No.
7530 0274 X Control No.
030 Lane Ind.
Milepoint
02740 Facility Carried
S.H. 55 Feature Intersected
CREEK Division
05 County
149 Location
2.7E OF JCT SH 44 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2022 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
42 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
29 Deck Width
80 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
85.8 HS Inv. Rating Method
3 HS Inv. Method
66.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1900 Future ADT Year
2042 Bypass Detour
29 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32453 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-14FT X 8FT X 80FT RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:09:37.01 Longitude
-99:07:38.2 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 55 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
32453 Vault Link
http://plansrv1/bridgemaintvault/b32453 GIS FO/SD
Meets Standards H Inv. Method
66.1 Latitude DD
35.160281 Longitude DD
-99.127278 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
33016 x
-11034798.1106833 y
4185684.08077019 |
|||||||||||||||||||||||||||||||||||||
| 32451 | 5920 0620 X | 32451 | — | S.H. 99 | CARPENTER CREEK | RCB 2-14FT X 7FT X 120FT LONG W/4FT CURTAI WALL | 2022 | 36.251958 | -96.567922 | 28.254 | 0 | — | 2 | 67 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
33014 BRKEY
32451 NBI No.
32451 On Under
1 Structure No.
5920 0620 X Control No.
020 Lane Ind.
Milepoint
06200 Facility Carried
S.H. 99 Feature Intersected
CARPENTER CREEK Division
08 County
117 Location
6.2N CREEK C/L Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
2022 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
67 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
19 Length
28.254 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
112 HS Inv. Rating Method
3 HS Inv. Method
86.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
42 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32451 ODOT County
59 Nav. Control
N 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
RCB 2-14FT X 7FT X 120FT LONG W/4FT CURTAI WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:15:07.05 Longitude
-96:34:04.52 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
32451 Vault Link
http://plansrv1/bridgemaintvault/b32451 GIS FO/SD
Meets Standards H Inv. Method
86.3 Latitude DD
36.251958 Longitude DD
-96.567922 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
33014 x
-10749891.9040046 y
4335346.01795049 |
|||||||||||||||||||||||||||||||||||||
| 32259 | 7278 0161 X | 32259 | — | UNION AVE. | I-44 UNDER | (4) 57.58FT X 77.00FT X 77.00FT X 47.58FT STRUCTURAL STEEL SPANS W/ 2-5FT BIKE LANES AND 2-7FT8IN SIDEWALKS. | 2022 | 36.088778 | -96.011703 | 259.166 | 76.333 | — | 4 | 0 | 4 | 57.916 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | Good (7) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 8640 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
33006 BRKEY
32259 NBI No.
32259 On Under
1 Structure No.
7278 0161 X Control No.
Lane Ind.
Milepoint
Facility Carried
UNION AVE. Feature Intersected
I-44 UNDER Division
08 County
143 Location
1.6E of S.H. 66 JCT Sufficiency
90.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.916 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2022 ADT Total
8640 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
57.916 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
57.916 Span Type Main
M Material
3 - Steel Design
02 Length
259.166 Deck Width
76.333 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.5 HS Inv. Rating Method
3 HS Inv. Method
35.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10820 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32259 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
7.5 Rt. Curb SW
7.5 Description
(4) 57.58FT X 77.00FT X 77.00FT X 47.58FT STRUCTURAL STEEL SPANS W/ 2-5FT BIKE LANES AND 2-7FT8IN SIDEWALKS. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:05:19.6 Longitude
-96:00:42.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
UNION AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32259 Vault Link
http://plansrv1/bridgemaintvault/b32259 GIS FO/SD
FO H Inv. Method
35 Latitude DD
36.088778 Longitude DD
-96.011703 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
33006 x
-10687973.888155 y
4312843.97394393 |
|||||||||||||||||||||||||||||||||||||
| 32255 | 7278 0113NX | 32255 | — | I-44 RAMP D | I-44 | NOTE: 48'-56'-(2)78'-(5)88'-104'-88' X Steel Girder Spans. 27' CLR RDWY. with F-Shaped Parapets. 43 Deg. Skew RT. FWD. | 2023 | 36.14221389 | -95.85997222 | 892.25 | 30 | — | 11 | 43 | 1 | 27 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14090 | 2022 | 2 | Unmatched | |
|
Raw data
OBJECTID
33002 BRKEY
32255 NBI No.
32255 On Under
1 Structure No.
7278 0113NX Control No.
Lane Ind.
Milepoint
Facility Carried
I-44 RAMP D Feature Intersected
I-44 Division
08 County
143 Location
.1 N JCT I-44 & U.S. 169 Sufficiency
94 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27 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
2023 ADT Total
14090 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
43 No. Main Spans
11 Road Width
27 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27 Span Type Main
M Material
3 - Steel Design
02 Length
892.25 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.4 HS Inv. Rating Method
3 HS Inv. Method
50.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
20070 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32255 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
NOTE: 48'-56'-(2)78'-(5)88'-104'-88' X Steel Girder Spans. 27' CLR RDWY. with F-Shaped Parapets. 43 Deg. Skew RT. FWD. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:08:31.97 Longitude
-95:51:35.9 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-44 RAMP D Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
2 Local Bridge ID
NBI Text
32255 Vault Link
http://plansrv1/bridgemaintvault/b32255 GIS FO/SD
Meets Standards H Inv. Method
50.3 Latitude DD
36.14221389 Longitude DD
-95.85997222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
33002 x
-10671083.2949877 y
4320207.4697357 |
|||||||||||||||||||||||||||||||||||||
| 32254 | 7120 0034 X | 32254 | — | S.H. 36 | LITTLE DEEP RED TRIB. | 3 - 55ft P/S CONC BEAM SPANS SK 45 LF | 2022 | 34.281822 | -98.679175 | 160 | 42 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
33001 BRKEY
32254 NBI No.
32254 On Under
1 Structure No.
7120 0034 X Control No.
020 Lane Ind.
Milepoint
00343 Facility Carried
S.H. 36 Feature Intersected
LITTLE DEEP RED TRIB. Division
05 County
141 Location
3.4N of JCT U.S. 70 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2022 ADT Total
730 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.8 HS Inv. Rating Method
3 HS Inv. Method
54.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32254 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 55ft P/S CONC BEAM SPANS SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:16:54.56 Longitude
-98:40:45.03 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32254 Vault Link
http://plansrv1/bridgemaintvault/b32254 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
34.281822 Longitude DD
-98.679175 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
33001 x
-10984915.5129003 y
4066706.90188242 |
|||||||||||||||||||||||||||||||||||||
| 32555 | 0944T0208SX | 32555 | — | KILPATRICK TP EB | SARA RD UNDER | 4-PCB SPANS | 2018 | 35.437014 | -97.706414 | 482 | 41 | — | 4 | 33 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
33000 BRKEY
32555 NBI No.
32555 On Under
1 Structure No.
0944T0208SX Control No.
044 Lane Ind.
S Milepoint
02080 Facility Carried
KILPATRICK TP EB Feature Intersected
SARA RD UNDER Division
04 County
017 Location
.15MI N SARA RD/SW 29ST Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
33 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
1 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
482 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
81.4 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32555 ODOT County
09 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:13.25 Longitude
-97:42:23.09 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KILPATRICK TP EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108.16S NBI Text
32555 Vault Link
http://plansrv1/bridgemaintvault/b32555 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.437014 Longitude DD
-97.706414 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
33000 x
-10876628.2537168 y
4223429.33613026 |
|||||||||||||||||||||||||||||||||||||
| 32554 | 0944T0208NX | 32554 | — | KILPATRICK TP WB | SARA RD UNDER | 4-PCB SPANS | 2018 | 35.437261 | -97.706428 | 482 | 41 | — | 4 | 33 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32999 BRKEY
32554 NBI No.
32554 On Under
1 Structure No.
0944T0208NX Control No.
044 Lane Ind.
N Milepoint
02080 Facility Carried
KILPATRICK TP WB Feature Intersected
SARA RD UNDER Division
04 County
017 Location
.15MI N SARA RD/SW 29ST Sufficiency
93.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
33 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
1 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
482 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
82.4 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32554 ODOT County
09 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:14.14 Longitude
-97:42:23.14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KILPATRICK TP WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108.16N NBI Text
32554 Vault Link
http://plansrv1/bridgemaintvault/b32554 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.437261 Longitude DD
-97.706428 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32999 x
-10876629.8121896 y
4223463.08371128 |
|||||||||||||||||||||||||||||||||||||
| 32553 | 0944T0195SXR | 32553 | — | KILPATRICK TP RAMP | MUSTANG CREEK TRIB | 5- PCB SPANS | 2018 | 35.437747 | -97.70885 | 400 | 31 | — | 5 | 0 | 1 | 28 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32998 BRKEY
32553 NBI No.
32553 On Under
1 Structure No.
0944T0195SXR Control No.
044 Lane Ind.
S Milepoint
01950 Facility Carried
KILPATRICK TP RAMP Feature Intersected
MUSTANG CREEK TRIB Division
04 County
017 Location
.8M S .1M W SARA/15TH Sufficiency
97.9 Kind Hwy
1 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.9 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32553 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5- PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
35:26:15.89 Longitude
-97:42:31.86 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP EB RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
4 Local Bridge ID
108.31SR NBI Text
32553 Vault Link
http://plansrv1/bridgemaintvault/b32553 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.437747 Longitude DD
-97.70885 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32998 x
-10876899.4279963 y
4223529.48613654 |
|||||||||||||||||||||||||||||||||||||
| 32552 | 0944T0195SX | 32552 | — | KILPATRICK TP EB | MUSTANG CREEK TRIB | 5-PCB SPANS | 2018 | 35.438031 | -97.708617 | 396 | 41 | — | 5 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32997 BRKEY
32552 NBI No.
32552 On Under
1 Structure No.
0944T0195SX Control No.
044 Lane Ind.
S Milepoint
01950 Facility Carried
KILPATRICK TP EB Feature Intersected
MUSTANG CREEK TRIB Division
04 County
017 Location
.2M N .1M W SARA/29TH Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
396 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
77 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32552 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:16.91 Longitude
-97:42:31.02 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108.31S NBI Text
32552 Vault Link
http://plansrv1/bridgemaintvault/b32552 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.438031 Longitude DD
-97.708617 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32997 x
-10876873.490555 y
4223568.28938541 |
|||||||||||||||||||||||||||||||||||||
| 32551 | 0944T0195NX | 32551 | — | KILPATRICK TP WB | MUSTANG CREEK TRIB | 5-PCB SPANS | 2018 | 35.438203 | -97.708533 | 396 | 41 | — | 5 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32996 BRKEY
32551 NBI No.
32551 On Under
1 Structure No.
0944T0195NX Control No.
044 Lane Ind.
N Milepoint
01950 Facility Carried
KILPATRICK TP WB Feature Intersected
MUSTANG CREEK TRIB Division
04 County
017 Location
.2M N .1M W SARA/29TH Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
396 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
75.6 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32551 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:17.53 Longitude
-97:42:30.72 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108.31N NBI Text
32551 Vault Link
http://plansrv1/bridgemaintvault/b32551 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.438203 Longitude DD
-97.708533 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32996 x
-10876864.1397178 y
4223591.79001114 |
|||||||||||||||||||||||||||||||||||||
| 32550 | 0944T0195NXR | 32550 | — | KILPATRICK TP RAMP | MUSTANG CREEK TRIB | 5-PCB SPANS | 2018 | 35.438542 | -97.708389 | 400 | 31 | — | 5 | 0 | 2 | 28 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32995 BRKEY
32550 NBI No.
32550 On Under
1 Structure No.
0944T0195NXR Control No.
044 Lane Ind.
N Milepoint
01950 Facility Carried
KILPATRICK TP RAMP Feature Intersected
MUSTANG CREEK TRIB Division
04 County
017 Location
.8M S .1M W SARA/15TH Sufficiency
78.9 Kind Hwy
1 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.9 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32550 ODOT County
09 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
35:26:18.75 Longitude
-97:42:30.2 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP WB RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
108.31NR NBI Text
32550 Vault Link
http://plansrv1/bridgemaintvault/b32550 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.438542 Longitude DD
-97.708389 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32995 x
-10876848.1097111 y
4223638.10825187 |
|||||||||||||||||||||||||||||||||||||
| 32549 | 0944T0108EX | 32549 | — | KILPATRICK TP NB | MUSTANG CREEK | 4-100ft PCB SPANS | 2018 | 35.446161 | -97.717611 | 400 | 281 | — | 4 | 0 | 2 | 48 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32976 BRKEY
32549 NBI No.
32549 On Under
1 Structure No.
0944T0108EX Control No.
044 Lane Ind.
E Milepoint
01080 Facility Carried
KILPATRICK TP NB Feature Intersected
MUSTANG CREEK Division
04 County
017 Location
.6M .W 2M S SARA/15TH Sufficiency
91.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
118 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
400 Deck Width
281 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
75.6 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32549 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:46.18 Longitude
-97:43:03.4 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP NB Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
109.15N NBI Text
32549 Vault Link
http://plansrv1/bridgemaintvault/b32549 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.446161 Longitude DD
-97.717611 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32976 x
-10877874.6980552 y
4224679.15875253 |
|||||||||||||||||||||||||||||||||||||
| 32548 | 0944T0108WX | 32548 | — | KILPATRICK TP SB | MUSTANG CREEK | 4 ft-100ft pcb spans | 2018 | 35.446172 | -97.717697 | 400 | 41 | — | 4 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32975 BRKEY
32548 NBI No.
32548 On Under
1 Structure No.
0944T0108WX Control No.
044 Lane Ind.
W Milepoint
01080 Facility Carried
KILPATRICK TP SB Feature Intersected
MUSTANG CREEK Division
04 County
017 Location
.6M W 2M S SARA/15TH Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
77 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32548 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 ft-100ft pcb spans Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:46.22 Longitude
-97:43:03.71 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
109.15S NBI Text
32548 Vault Link
http://plansrv1/bridgemaintvault/b32548 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.446172 Longitude DD
-97.717697 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32975 x
-10877884.2715314 y
4224680.66184982 |
|||||||||||||||||||||||||||||||||||||
| 32441 | 5590T0213EX | 32441 | — | KICKAPOO TP NB | N DEER CREEK | New Structure Unit | 2021 | 35.412222 | -97.202222 | 361.5 | 41 | — | 3 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32968 BRKEY
32441 NBI No.
32441 On Under
1 Structure No.
5590T0213EX Control No.
090 Lane Ind.
E Milepoint
02130 Facility Carried
KICKAPOO TP NB Feature Intersected
N DEER CREEK Division
04 County
109 Location
1.9N I-40 .4E LUTHER RD Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2021 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.4 HS Inv. Rating Method
3 HS Inv. Method
32.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32441 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:44 Longitude
-97:12:08 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.47E NBI Text
32441 Vault Link
http://plansrv1/bridgemaintvault/b32441 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.412222 Longitude DD
-97.202222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32968 x
-10820501.8570147 y
4220042.53458472 |
|||||||||||||||||||||||||||||||||||||
| 32440 | 5590T0213WX | 32440 | — | KICKAPOO TP SB | N DEER CREEK | New Structure Unit | 2019 | 35.412222 | -97.2025 | 361.5 | 41 | — | 3 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32967 BRKEY
32440 NBI No.
32440 On Under
1 Structure No.
5590T0213WX Control No.
090 Lane Ind.
W Milepoint
02130 Facility Carried
KICKAPOO TP SB Feature Intersected
N DEER CREEK Division
04 County
109 Location
1.9N I-40 .4E LUTHER RD Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
361.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.4 HS Inv. Rating Method
3 HS Inv. Method
32.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32440 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:44 Longitude
-97:12:09 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.47W NBI Text
32440 Vault Link
http://plansrv1/bridgemaintvault/b32440 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.412222 Longitude DD
-97.2025 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32967 x
-10820532.8038332 y
4220042.53458472 |
|||||||||||||||||||||||||||||||||||||
| 32439 | 5590T0172EX | 32439 | — | KICKAPOO TP NB | SE 59TH ST UNDER | 60 FT X 85 FT X 65 FT TYPE -IV PC BEAM SPANS W/ 38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET. SKEW 12 DEG 51 MIN 53.54 SEC | 2020 | 35.406111 | -97.201667 | 211.5 | 41 | — | 3 | 12 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32966 BRKEY
32439 NBI No.
32439 On Under
1 Structure No.
5590T0172EX Control No.
090 Lane Ind.
E Milepoint
01720 Facility Carried
KICKAPOO TP NB Feature Intersected
SE 59TH ST UNDER Division
04 County
109 Location
1.5N I-40 .38W LUTHER RD Sufficiency
91.7 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
25.87 Underclearance Left
28.16 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
211.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.5 HS Inv. Rating Method
3 HS Inv. Method
28.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32439 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60 FT X 85 FT X 65 FT TYPE -IV PC BEAM SPANS W/ 38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET. SKEW 12 DEG 51 MIN 53.54 SEC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:22 Longitude
-97:12:06 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.04E NBI Text
32439 Vault Link
http://plansrv1/bridgemaintvault/b32439 GIS FO/SD
Meets Standards H Inv. Method
27.1 Latitude DD
35.406111 Longitude DD
-97.201667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32966 x
-10820440.0746973 y
4219207.87924083 |
|||||||||||||||||||||||||||||||||||||
| 32438 | 5590T0172WX | 32438 | — | KICKAPOO TP SB | SE 59TH ST UNDER | 60 FT X 85FT X 65FT TYPE-IV PC BEAM SPANS W/38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET, SKEW 12 DEG 51 MIN 53.54 SEC | 2019 | 35.406111 | -97.201944 | 211.5 | 41 | — | 3 | 12 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32965 BRKEY
32438 NBI No.
32438 On Under
1 Structure No.
5590T0172WX Control No.
090 Lane Ind.
W Milepoint
01720 Facility Carried
KICKAPOO TP SB Feature Intersected
SE 59TH ST UNDER Division
04 County
109 Location
1.5N I-40 .38W LUTHER RD Sufficiency
91.7 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
25.71 Underclearance Left
29.16 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
211.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.5 HS Inv. Rating Method
3 HS Inv. Method
28.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32438 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60 FT X 85FT X 65FT TYPE-IV PC BEAM SPANS W/38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET, SKEW 12 DEG 51 MIN 53.54 SEC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:22 Longitude
-97:12:07 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.04W NBI Text
32438 Vault Link
http://plansrv1/bridgemaintvault/b32438 GIS FO/SD
Meets Standards H Inv. Method
27.1 Latitude DD
35.406111 Longitude DD
-97.201944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32965 x
-10820470.9101963 y
4219207.87924083 |
|||||||||||||||||||||||||||||||||||||
| 32344 | 6404 2361 X | 32344 | — | U.S. 271 | BLACK SULPHUR CANYON | New Structure Unit | 2022 | 34.449881 | -95.346861 | 300 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 530 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32960 BRKEY
32344 NBI No.
32344 On Under
1 Structure No.
6404 2361 X Control No.
004 Lane Ind.
Milepoint
23610 Facility Carried
U.S. 271 Feature Intersected
BLACK SULPHUR CANYON Division
02 County
127 Location
23.6NE JCT US271/SH3 Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2022 ADT Total
530 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
300 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.9 HS Inv. Rating Method
3 HS Inv. Method
44.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
848 Future ADT Year
2042 Bypass Detour
70 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32344 ODOT County
64 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:26:59.57 Longitude
-95:20:48.7 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15 NBI Text
32344 Vault Link
http://plansrv1/bridgemaintvault/b32344 GIS FO/SD
Meets Standards H Inv. Method
44.5 Latitude DD
34.449881 Longitude DD
-95.346861 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32960 x
-10613964.015257 y
4089371.21056412 |
|||||||||||||||||||||||||||||||||||||
| 32542 | 0944T0090EX | 32542 | — | KILPATRICK TP NB | SW 15TH ST UNDER | 2-106FT PC BEAMS | 2018 | 35.449417 | -97.717256 | 210 | 41 | — | 2 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32951 BRKEY
32542 NBI No.
32542 On Under
1 Structure No.
0944T0090EX Control No.
044 Lane Ind.
E Milepoint
00900 Facility Carried
KILPATRICK TP NB Feature Intersected
SW 15TH ST UNDER Division
04 County
017 Location
.6MI W OF SARSRD/SW 59TH Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
73.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
2 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32542 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-106FT PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:57.9 Longitude
-97:43:02.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
KILPATRICK TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
109.36N NBI Text
32542 Vault Link
http://plansrv1/bridgemaintvault/b32542 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.449417 Longitude DD
-97.717256 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32951 x
-10877835.179636 y
4225124.08452041 |
|||||||||||||||||||||||||||||||||||||
| 32541 | 0944T0090WX | 32541 | — | KILPATRICK TP SB | SW 15TH ST UNDER | 2-105FT PCB SPANS | 2018 | 35.449403 | -97.717456 | 210 | 41 | — | 2 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32950 BRKEY
32541 NBI No.
32541 On Under
1 Structure No.
0944T0090WX Control No.
044 Lane Ind.
W Milepoint
00900 Facility Carried
KILPATRICK TP SB Feature Intersected
SW 15TH ST UNDER Division
04 County
017 Location
.6MI W OF SARSRD/SW 59TH Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
77.4 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32541 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-105FT PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:57.85 Longitude
-97:43:02.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
KILPATRICK TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
109.36S NBI Text
32541 Vault Link
http://plansrv1/bridgemaintvault/b32541 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.449403 Longitude DD
-97.717456 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32950 x
-10877857.4435341 y
4225122.1714104 |
|||||||||||||||||||||||||||||||||||||
| 32540 | 0944T0097 X | 32540 | — | KILPATRICK TP | MUSTANG CREEK TRIB | (2)-10FT X 269FT LG 0.4 DEG SKEW W/ STD HEADWALLS AND 4FT CURTAIN WALL EA END. | 2018 | 35.449158 | -97.717883 | 21 | 269 | — | 1 | 0 | 2 | 267 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32949 BRKEY
32540 NBI No.
32540 On Under
1 Structure No.
0944T0097 X Control No.
044 Lane Ind.
Milepoint
00970 Facility Carried
KILPATRICK TP Feature Intersected
MUSTANG CREEK TRIB Division
04 County
017 Location
.05MI S OF SW 15TH ST Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
267 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
269 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32540 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2)-10FT X 269FT LG 0.4 DEG SKEW W/ STD HEADWALLS AND 4FT CURTAIN WALL EA END. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:56.97 Longitude
-97:43:04.38 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
109.31 NBI Text
32540 Vault Link
http://plansrv1/bridgemaintvault/b32540 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.449158 Longitude DD
-97.717883 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32949 x
-10877904.9769567 y
4225088.69203898 |
|||||||||||||||||||||||||||||||||||||
| 32538 | 0943T1068NXR | 32538 | — | KILPATRICK TP RAMP | RENO AVE UNDER | 66FT X 100FT TYPE IV PCB SPANS 27.79 DEG LFT FWD SKEW 25FT FLR RWDY W/F-SHAPED PARAPETS | 2018 | 35.464042 | -97.708933 | 232 | 28 | — | 3 | 28 | 2 | 27 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 9000 | 2019 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32947 BRKEY
32538 NBI No.
32538 On Under
1 Structure No.
0943T1068NXR Control No.
043 Lane Ind.
N Milepoint
10680 Facility Carried
KILPATRICK TP RAMP Feature Intersected
RENO AVE UNDER Division
04 County
017 Location
.1MI W RENO/SARA RD Sufficiency
78.9 Kind Hwy
1 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
0 Vertical Clearance
Horizontal Clearance
17 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
9000 ADT Year
2019 Design Load
NO VALUE GIVEN Skew
28 No. Main Spans
3 Road Width
27 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
232 Deck Width
28 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.9 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
_ H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2039 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32538 ODOT County
09 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66FT X 100FT TYPE IV PCB SPANS 27.79 DEG LFT FWD SKEW 25FT FLR RWDY W/F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
35:27:50.55 Longitude
-97:42:32.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
KILPATRICK TP Scour
! Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
4 Local Bridge ID
110.48ER NBI Text
32538 Vault Link
http://plansrv1/bridgemaintvault/b32538 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.464042 Longitude DD
-97.708933 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32947 x
-10876908.6675141 y
4227122.78304839 |
|||||||||||||||||||||||||||||||||||||
| 32437 | 5590T0092EX | 32437 | — | KICKAPOO TP NB | LUTHER RD UNDER | 90FT X 130FT TYPE-J PC BEAM SPANS W/50 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET, SKEW 51 DEG 31 MIN 41.65 SEC | 2019 | 35.395 | -97.195 | 312.3 | 53 | — | 3 | 51 | 3 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32946 BRKEY
32437 NBI No.
32437 On Under
1 Structure No.
5590T0092EX Control No.
090 Lane Ind.
E Milepoint
00920 Facility Carried
KICKAPOO TP NB Feature Intersected
LUTHER RD UNDER Division
04 County
109 Location
.8N OF I-40 Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
51 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
51 No. Main Spans
3 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
28.57 Underclearance Left
23.64 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
312.3 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.1 HS Inv. Rating Method
3 HS Inv. Method
41.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32437 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
4 Rt. Curb SW
10 Description
90FT X 130FT TYPE-J PC BEAM SPANS W/50 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET, SKEW 51 DEG 31 MIN 41.65 SEC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:42 Longitude
-97:11:42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131.23E NBI Text
32437 Vault Link
http://plansrv1/bridgemaintvault/b32437 GIS FO/SD
FO H Inv. Method
39.4 Latitude DD
35.395 Longitude DD
-97.195 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32946 x
-10819697.9076522 y
4217690.47375563 |
|||||||||||||||||||||||||||||||||||||
| 32436 | 5590T0092WX | 32436 | — | KICKAPOO TP SB | LUTHER RD UNDER | 90 FT X 130FT X 90FT TYPE J PC BEAM SPANS W/ 38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET SKEW 51 DEG 31 MIN 41.65 SEC | 2020 | 35.395833 | -97.195 | 312.3 | 41 | — | 3 | 51 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32945 BRKEY
32436 NBI No.
32436 On Under
1 Structure No.
5590T0092WX Control No.
090 Lane Ind.
W Milepoint
00920 Facility Carried
KICKAPOO TP SB Feature Intersected
LUTHER RD UNDER Division
04 County
109 Location
.8N OF I-40 Sufficiency
97.2 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
51 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
28.57 Underclearance Left
23.84 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
312.3 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.1 HS Inv. Rating Method
3 HS Inv. Method
41.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32436 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90 FT X 130FT X 90FT TYPE J PC BEAM SPANS W/ 38 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPET SKEW 51 DEG 31 MIN 41.65 SEC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:45 Longitude
-97:11:42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
131.23W NBI Text
32436 Vault Link
http://plansrv1/bridgemaintvault/b32436 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
35.395833 Longitude DD
-97.195 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32945 x
-10819697.9076522 y
4217804.22753163 |
|||||||||||||||||||||||||||||||||||||
| 32435 | 5590T0070EX | 32435 | — | KICKAPOO TP NB | N DEER CREEK TRIB | (4) 120 FT TYPE-J PC BEAMS W/50 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPETS | 2019 | 35.393333 | -97.192778 | 481.5 | 56 | — | 4 | 0 | 3 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32944 BRKEY
32435 NBI No.
32435 On Under
1 Structure No.
5590T0070EX Control No.
090 Lane Ind.
E Milepoint
00700 Facility Carried
KICKAPOO TP NB Feature Intersected
N DEER CREEK TRIB Division
04 County
109 Location
.65W I-40 .15E LUTHER RD Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
36 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
65 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
481.5 Deck Width
56 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.4 HS Inv. Rating Method
3 HS Inv. Method
35.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32435 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 120 FT TYPE-J PC BEAMS W/50 FT CLEAR RDY AND F-SHAPED CONCRETE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:36 Longitude
-97:11:34 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131.05E NBI Text
32435 Vault Link
http://plansrv1/bridgemaintvault/b32435 GIS FO/SD
FO H Inv. Method
33.9 Latitude DD
35.393333 Longitude DD
-97.192778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32944 x
-10819450.5557437 y
4217462.83317323 |
|||||||||||||||||||||||||||||||||||||
| 32434 | 5590T0070WX | 32434 | — | KICKAPOO TP SB | N DEER CREEK TRIB | (4) 120 FT TYPE-J PC BEAMS W/50FT CLEAR RDY AND F-SHAPED CONCRETE PARAPETS | 2019 | 35.393333 | -97.193056 | 481.5 | 53 | — | 4 | 0 | 3 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 10354 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32943 BRKEY
32434 NBI No.
32434 On Under
1 Structure No.
5590T0070WX Control No.
090 Lane Ind.
W Milepoint
00700 Facility Carried
KICKAPOO TP SB Feature Intersected
N DEER CREEK TRIB Division
04 County
109 Location
.65N I-40 .15E LUTHER RD Sufficiency
76.4 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
36 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
481.5 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.4 HS Inv. Rating Method
3 HS Inv. Method
32.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32434 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 120 FT TYPE-J PC BEAMS W/50FT CLEAR RDY AND F-SHAPED CONCRETE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:36 Longitude
-97:11:35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131.05W NBI Text
32434 Vault Link
http://plansrv1/bridgemaintvault/b32434 GIS FO/SD
FO H Inv. Method
31 Latitude DD
35.393333 Longitude DD
-97.193056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32943 x
-10819481.5025621 y
4217462.83317323 |
|||||||||||||||||||||||||||||||||||||
| 32337 | 4124 0157 X | 32337 | — | S.H. 66 BUS. | CAPTAIN CREEK | 80 ft - 100 ft - 80 ft CONTINUOUS I-BM SPANS W/ 22 ft. CLR. RDWY & COMBINATION CONCRETE & STEEL RAILS, SKEWED 39 DEG. LF | 2021 | 35.693067 | -97.071644 | 262.4 | 24.7 | — | 3 | 39 | 2 | 22 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.8 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 866 | 2022 | 1 | Unmatched | |
|
Raw data
OBJECTID
32936 BRKEY
32337 NBI No.
32337 On Under
1 Structure No.
4124 0157 X Control No.
024 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 66 BUS. Feature Intersected
CAPTAIN CREEK Division
03 County
081 Location
1.5 MI. N-E JCT SH 66 Sufficiency
82.8 Kind Hwy
3 Level Service
6 Route No.
0066B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22 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
2021 ADT Total
866 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
39 No. Main Spans
3 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22 Span Type Main
M Material
3 - Steel Design
02 Length
262.4 Deck Width
24.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
102.6 HS Inv. Rating Method
3 HS Inv. Method
79.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1206 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32337 ODOT County
41 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
80 ft - 100 ft - 80 ft CONTINUOUS I-BM SPANS W/ 22 ft. CLR. RDWY & COMBINATION CONCRETE & STEEL RAILS, SKEWED 39 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:41:35.04 Longitude
-97:04:17.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
1 Local Bridge ID
NBI Text
32337 Vault Link
http://plansrv1/bridgemaintvault/b32337 GIS FO/SD
Meets Standards H Inv. Method
79 Latitude DD
35.693067 Longitude DD
-97.071644 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32936 x
-10805965.9805459 y
4258469.63906683 |
|||||||||||||||||||||||||||||||||||||
| 32240 | 5801 1360 X | 32240 | — | S.H. 125 | WILL ROGERS TP I-44 UND | 100FT 110 FT TYPE IV PC BEAM SPANS WITH 40FT CLR RDWY F-SHAPED CONCRETE RAILS | 2023 | 36.844503 | -94.859264 | 210.5 | 43 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 3400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32934 BRKEY
32240 NBI No.
32240 On Under
1 Structure No.
5801 1360 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 125 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
6.8N of U.S. 60 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
1 Vertical Clearance
M Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2023 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H 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
210.5 Deck Width
43 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.9 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5440 Future ADT Year
2042 Bypass Detour
1E-06 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32240 ODOT County
58 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
100FT 110 FT TYPE IV PC BEAM SPANS WITH 40FT CLR RDWY F-SHAPED CONCRETE RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:50:40.21 Longitude
-94:51:33.35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 125 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32240 Vault Link
http://plansrv1/bridgemaintvault/b32240 GIS FO/SD
FO H Inv. Method
45.1 Latitude DD
36.844503 Longitude DD
-94.859264 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32934 x
-10559684.9655047 y
4417454.61704319 |
|||||||||||||||||||||||||||||||||||||
| 32239 | 4120F1368 X | 32239 | — | U.S. 177 | CREEK | New Structure Unit | 1901 | 35.880706 | -97.018644 | 38 | — | — | 3 | 0 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2700 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32933 BRKEY
32239 NBI No.
32239 On Under
1 Structure No.
4120F1368 X Control No.
020 Lane Ind.
Milepoint
13680 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
14N of JCT SH 66 Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
1 - Concrete Design
19 Length
38 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
4320 Future ADT Year
2042 Bypass Detour
26 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32239 ODOT County
41 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:52:50.54 Longitude
-97:01:07.12 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 177 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32239 Vault Link
http://plansrv1/bridgemaintvault/b32239 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.880706 Longitude DD
-97.018644 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32933 x
-10800066.0475339 y
4284219.09262698 |
|||||||||||||||||||||||||||||||||||||
| 32533 | 5106F0214SX | 32533 | — | U.S. 62 EB | ARKANSAS RIVER | New Structure Unit | 1901 | 35.770064 | -95.302419 | 1550 | — | — | 8 | 0 | — | — | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 11000 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32925 BRKEY
32533 NBI No.
32533 On Under
1 Structure No.
5106F0214SX Control No.
006 Lane Ind.
S Milepoint
02140 Facility Carried
U.S. 62 EB Feature Intersected
ARKANSAS RIVER Division
01 County
101 Location
2.4E OF JCT SH16 Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
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
1901 ADT Total
11000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
8 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
3 - Steel Design
02 Length
1550 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
17600 Future ADT Year
2042 Bypass Detour
0.11 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32533 ODOT County
51 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:46:12.23 Longitude
-95:18:08.71 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 62 EB Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32533 Vault Link
http://plansrv1/bridgemaintvault/b32533 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.770064 Longitude DD
-95.302419 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32925 x
-10609016.7544472 y
4269028.4839138 |
|||||||||||||||||||||||||||||||||||||
| 32532 | 5106 0214NX | 32532 | — | U.S. 62 WB | ARKANSAS RIVER | New Structure Unit | 2024 | 35.770317 | -95.3024 | 1550 | 41 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | 11000 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32924 BRKEY
32532 NBI No.
32532 On Under
1 Structure No.
5106 0214NX Control No.
006 Lane Ind.
N Milepoint
02140 Facility Carried
U.S. 62 WB Feature Intersected
ARKANSAS RIVER Division
01 County
101 Location
2.4E OF JCT SH16 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2024 ADT Total
11000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
1550 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.2 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17600 Future ADT Year
2042 Bypass Detour
0.11 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32532 ODOT County
51 Nav. Control
1 Nav. HC
192.9 Lft. Br. Nav. Cl.
0 Nav. VC
51.8 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:46:13.14 Longitude
-95:18:08.64 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 62 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32532 Vault Link
http://plansrv1/bridgemaintvault/b32532 GIS FO/SD
Meets Standards H Inv. Method
40.9 Latitude DD
35.770317 Longitude DD
-95.3024 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32924 x
-10609014.6393769 y
4269063.19544977 |
|||||||||||||||||||||||||||||||||||||
| 32432 | 6006F0663SX | 32432 | — | S.H. 33 | WILD HORSE CREEK | New Structure Unit | 1901 | 35.985675 | -97.118997 | 300 | — | — | 3 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3900 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32923 BRKEY
32432 NBI No.
32432 On Under
1 Structure No.
6006F0663SX Control No.
006 Lane Ind.
S Milepoint
06630 Facility Carried
S.H. 33 Feature Intersected
WILD HORSE CREEK Division
04 County
119 Location
6.7E of LOGAN C/L Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
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
1901 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
6240 Future ADT Year
2042 Bypass Detour
42.9 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32432 ODOT County
60 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:59:08.43 Longitude
-97:07:08.39 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32432 Vault Link
http://plansrv1/bridgemaintvault/b32432 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.985675 Longitude DD
-97.118997 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32923 x
-10811237.2923935 y
4298650.45311749 |
|||||||||||||||||||||||||||||||||||||
| 32431 | 6006F0647SX | 32431 | — | S.H. 33 | WILD HORSE CREEK O'FLOW | New Structure Unit | 1901 | 35.985683 | -97.122075 | 150 | — | — | 3 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3900 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32922 BRKEY
32431 NBI No.
32431 On Under
1 Structure No.
6006F0647SX Control No.
006 Lane Ind.
S Milepoint
06470 Facility Carried
S.H. 33 Feature Intersected
WILD HORSE CREEK O'FLOW Division
04 County
119 Location
6.5E of LOGAN C/L Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
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
1901 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
6240 Future ADT Year
2042 Bypass Detour
42.9 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32431 ODOT County
60 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:59:08.46 Longitude
-97:07:19.47 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32431 Vault Link
http://plansrv1/bridgemaintvault/b32431 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.985683 Longitude DD
-97.122075 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32922 x
-10811579.9337861 y
4298651.55370532 |
|||||||||||||||||||||||||||||||||||||
| 32430 | 4208R1340SX | 32430 | — | S.H. 33 | CIMARRON RIVER | New Structure Unit | 2019 | 35.968819 | -97.231358 | 1797 | 40 | — | 13 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3900 | 2019 | 5 | Unmatched | |
|
Raw data
OBJECTID
32921 BRKEY
32430 NBI No.
32430 On Under
1 Structure No.
4208R1340SX Control No.
008 Lane Ind.
S Milepoint
13400 Facility Carried
S.H. 33 Feature Intersected
CIMARRON RIVER Division
04 County
083 Location
13.4E of US 77 JCT Sufficiency
80.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
2019 ADT Total
3900 ADT Year
2019 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
13 Road Width
38 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
1797 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
74.9 HS Inv. Rating Method
3 HS Inv. Method
46.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6240 Future ADT Year
2039 Bypass Detour
42.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32430 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
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
New Structure Unit Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:58:07.75 Longitude
-97:13:52.89 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32430 Vault Link
http://plansrv1/bridgemaintvault/b32430 GIS FO/SD
Meets Standards H Inv. Method
46.5 Latitude DD
35.968819 Longitude DD
-97.231358 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32921 x
-10823745.2616985 y
4296331.76230254 |
|||||||||||||||||||||||||||||||||||||
| 32429 | 4208F1303SX | 32429 | — | S.H. 33 | FITZGERALD CREEK | New Structure Unit | 1901 | 35.9642 | -97.235547 | 135 | — | — | 1 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3900 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32920 BRKEY
32429 NBI No.
32429 On Under
1 Structure No.
4208F1303SX Control No.
008 Lane Ind.
S Milepoint
13030 Facility Carried
S.H. 33 Feature Intersected
FITZGERALD CREEK Division
04 County
083 Location
13.3E of US 77 JCT Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
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
1901 ADT Total
3900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
6240 Future ADT Year
2042 Bypass Detour
42.9 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32429 ODOT County
42 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:57:51.12 Longitude
-97:14:07.97 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32429 Vault Link
http://plansrv1/bridgemaintvault/b32429 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.9642 Longitude DD
-97.235547 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32920 x
-10824211.5790454 y
4295696.46471396 |
|||||||||||||||||||||||||||||||||||||
| 32428 | 0905 3537 X | 32428 | — | SARA RD. | I-40 KILPATRICK TP RAMPS | 61ft-90ft-90ft-92ft-93ft-70ft-100ft-61ft PC BM SPANS X 52ft CLY RDWY W/ NJ PARAPETS & 9ft SW ON WEST | 2019 | 35.460497 | -97.706908 | 657 | 65.5 | — | 8 | 12 | 4 | 52.5 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | 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 | 17 - Collector (Urban) | A | 5300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32919 BRKEY
32428 NBI No.
32428 On Under
1 Structure No.
0905 3537 X Control No.
Lane Ind.
Milepoint
Facility Carried
SARA RD. Feature Intersected
I-40 KILPATRICK TP RAMPS Division
04 County
017 Location
35.3 E. of CADDO Co line Sufficiency
83 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.5 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2019 ADT Total
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
8 Road Width
52.5 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
12.1 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.5 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
657 Deck Width
65.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
91.1 HS Inv. Rating Method
3 HS Inv. Method
58.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8480 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32428 ODOT County
09 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
1 Lft. Curb SW
8.9 Rt. Curb SW
0 Description
61ft-90ft-90ft-92ft-93ft-70ft-100ft-61ft PC BM SPANS X 52ft CLY RDWY W/ NJ PARAPETS & 9ft SW ON WEST Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:37.79 Longitude
-97:42:24.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
SARA RD. 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
32428 Vault Link
http://plansrv1/bridgemaintvault/b32428 GIS FO/SD
Meets Standards H Inv. Method
58.6 Latitude DD
35.460497 Longitude DD
-97.706908 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
32919 x
-10876683.2455452 y
4226638.27882924 |
|||||||||||||||||||||||||||||||||||||
| 32235 | 7278 0060NX | 32235 | — | I-44 WB | 33rd W. AVE UNDER | New Structure Unit | 2020 | 36.08905 | -96.029758 | 206.67 | 62.5 | — | 3 | 0 | 2 | 59.46 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23650 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32910 BRKEY
32235 NBI No.
32235 On Under
1 Structure No.
7278 0060NX Control No.
078 Lane Ind.
N Milepoint
00600 Facility Carried
I-44 WB Feature Intersected
33rd W. AVE UNDER Division
08 County
143 Location
.6E JCT S.H. 66 Sufficiency
89.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
59.46 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
2020 ADT Total
23650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
59.46 Ref. Underclearance Rt.
H Underclearance Right
7.416 Underclearance Left
7.416 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
59.46 Span Type Main
M Material
3 - Steel Design
02 Length
206.67 Deck Width
62.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.3 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
37840 Future ADT Year
2042 Bypass Detour
3.4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32235 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
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:05:20.58 Longitude
-96:01:47.13 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32235 Vault Link
http://plansrv1/bridgemaintvault/b32235 GIS FO/SD
Meets Standards H Inv. Method
44.9 Latitude DD
36.08905 Longitude DD
-96.029758 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32910 x
-10689983.7615613 y
4312881.44301516 |
|||||||||||||||||||||||||||||||||||||
| 32234 | 7278 0060SX | 32234 | — | I-44 EB | 33rd W. AVE UNDER | (3) 55.83FT-95.00FT-55.83FT ROLLED BEAM SPANS 0 DEG. SKEW 74FT-5 1/2INC CLR RDWY W/ F-SHAPED PARAPETS | 2020 | 36.088819 | -96.029761 | 206.667 | 74.5 | — | 3 | 0 | 3 | 71.46 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32909 BRKEY
32234 NBI No.
32234 On Under
1 Structure No.
7278 0060SX Control No.
078 Lane Ind.
S Milepoint
00600 Facility Carried
I-44 EB Feature Intersected
33rd W. AVE UNDER Division
08 County
143 Location
.6E JCT S.H. 66 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
71.46 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
2020 ADT Total
21200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
71.46 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
71.46 Span Type Main
M Material
3 - Steel Design
02 Length
206.667 Deck Width
74.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
55.5 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
33920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32234 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
35.25 Rt. Curb SW
35.583 Description
(3) 55.83FT-95.00FT-55.83FT ROLLED BEAM SPANS 0 DEG. SKEW 74FT-5 1/2INC CLR RDWY W/ F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:05:19.75 Longitude
-96:01:47.14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32234 Vault Link
http://plansrv1/bridgemaintvault/b32234 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
36.088819 Longitude DD
-96.029761 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32909 x
-10689984.0955198 y
4312849.6218471 |
|||||||||||||||||||||||||||||||||||||
| 32526 | 4506F1986 X | 32526 | — | S.H. 3 | BOKTUKLO CREEK | New Structure Unit | 1901 | 34.074875 | -94.852083 | 131 | — | — | 1 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3100 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32899 BRKEY
32526 NBI No.
32526 On Under
1 Structure No.
4506F1986 X Control No.
006 Lane Ind.
Milepoint
19860 Facility Carried
S.H. 3 Feature Intersected
BOKTUKLO CREEK Division
02 County
089 Location
7.3W JCT US 259 Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
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
1901 ADT Total
3100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
131 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
HS Inv. Rating Method
_ HS Inv. Method
H Operating Rating
_ H Inv. Rating Method
_ Future ADT
4960 Future ADT Year
2042 Bypass Detour
4.97 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32526 ODOT County
45 Nav. Control
_ Nav. HC
Lft. Br. Nav. Cl.
Nav. VC
Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
Rt. Curb SW
Description
New Structure Unit Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:04:29.55 Longitude
-94:51:07.5 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 3 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32526 Vault Link
http://plansrv1/bridgemaintvault/b32526 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
34.074875 Longitude DD
-94.852083 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32899 x
-10558885.5802413 y
4038860.34578281 |
|||||||||||||||||||||||||||||||||||||
| 32426 | 5590T1765 X | 32426 | — | KICKAPOO TP | I-40 UNDER | New Structure Unit | 2020 | 35.384444 | -97.187778 | 515.75 | 53 | — | 5 | 99 | 3 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.2 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10354 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32898 BRKEY
32426 NBI No.
32426 On Under
1 Structure No.
5590T1765 X Control No.
090 Lane Ind.
Milepoint
17650 Facility Carried
KICKAPOO TP Feature Intersected
I-40 UNDER Division
04 County
109 Location
1.4E PEEBLY RD &1-40 Sufficiency
77.2 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
5 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
30.61 Underclearance Left
48.94 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
515.75 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.1 HS Inv. Rating Method
3 HS Inv. Method
33.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32426 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:04 Longitude
-97:11:16 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
Roadway Name
KICKAPOO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
130.32 NBI Text
32426 Vault Link
http://plansrv1/bridgemaintvault/b32426 GIS FO/SD
FO H Inv. Method
32 Latitude DD
35.384444 Longitude DD
-97.187778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32898 x
-10818893.9582897 y
4216249.05709755 |
|||||||||||||||||||||||||||||||||||||
| 32425 | 5590T1755 XR | 32425 | — | KICKAPOO NB RP E-N | I-40 UNDER | New Structure Unit | 2019 | 35.384444 | -97.1875 | 2168 | 29 | — | 1 | 0 | 1 | 26 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10354 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32897 BRKEY
32425 NBI No.
32425 On Under
1 Structure No.
5590T1755 XR Control No.
090 Lane Ind.
Milepoint
17550 Facility Carried
KICKAPOO NB RP E-N Feature Intersected
I-40 UNDER Division
04 County
109 Location
1.4E PEEBLY RD & I-40 Sufficiency
91.9 Kind Hwy
1 Level Service
7 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
10354 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
41.95 Underclearance Left
51.86 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
2168 Deck Width
29 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16566 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32425 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
35:23:04 Longitude
-97:11:15 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
Roadway Name
KICKAPOO TP NB RAMP E-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
4 Local Bridge ID
130.31NR NBI Text
32425 Vault Link
http://plansrv1/bridgemaintvault/b32425 GIS FO/SD
Meets Standards H Inv. Method
33.1 Latitude DD
35.384444 Longitude DD
-97.1875 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32897 x
-10818863.0114713 y
4216249.05709755 |
|||||||||||||||||||||||||||||||||||||
| 32424 | 5914 0740 X | 32424 | — | S.H. 18 | COAL CREEK | 3-8FT X 12FT X 140FT W/ 4FT CURTAIN WALL | 2023 | 36.443531 | -96.800131 | 28.333 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32896 BRKEY
32424 NBI No.
32424 On Under
1 Structure No.
5914 0740 X Control No.
014 Lane Ind.
Milepoint
07400 Facility Carried
S.H. 18 Feature Intersected
COAL CREEK Division
08 County
117 Location
7.5N of JCT US 64 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
2023 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN 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
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
28.333 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62 HS Inv. Rating Method
3 HS Inv. Method
47.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
1E-06 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32424 ODOT County
59 Nav. Control
N 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
3-8FT X 12FT X 140FT W/ 4FT CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:26:36.71 Longitude
-96:48:00.47 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
32424 Vault Link
http://plansrv1/bridgemaintvault/b32424 GIS FO/SD
Meets Standards H Inv. Method
47.7 Latitude DD
36.443531 Longitude DD
-96.800131 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32896 x
-10775741.2916422 y
4361823.43451395 |
|||||||||||||||||||||||||||||||||||||
| 32226 | 7720 0083 X | 32226 | — | S.H. 34 | N. CANADIAN RIVER | 2-75', 3-100' Type IV PCB w/40' RDWY | 2022 | 36.445553 | -99.390558 | 451 | 42.3 | — | 5 | 0 | 2 | 40.1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 2500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32882 BRKEY
32226 NBI No.
32226 On Under
1 Structure No.
7720 0083 X Control No.
020 Lane Ind.
Milepoint
00830 Facility Carried
S.H. 34 Feature Intersected
N. CANADIAN RIVER Division
06 County
153 Location
.8N of JCT S.H. 15 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.1 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
2022 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40.1 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
451 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.6 HS Inv. Rating Method
3 HS Inv. Method
45.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
16 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32226 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75', 3-100' Type IV PCB w/40' RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:26:43.99 Longitude
-99:23:26.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32226 Vault Link
http://plansrv1/bridgemaintvault/b32226 GIS FO/SD
Meets Standards H Inv. Method
45.5 Latitude DD
36.445553 Longitude DD
-99.390558 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32882 x
-11064106.3062193 y
4362103.24430113 |
|||||||||||||||||||||||||||||||||||||
| 32525 | 4506 1645 X | 32525 | — | S.H. 3 | GLOVER RIVER | New Structure Unit | 2024 | 34.097761 | -94.902925 | 1080 | 42 | — | 8 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.5 | 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) | B | 3100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32879 BRKEY
32525 NBI No.
32525 On Under
1 Structure No.
4506 1645 X Control No.
006 Lane Ind.
Milepoint
16450 Facility Carried
S.H. 3 Feature Intersected
GLOVER RIVER Division
02 County
089 Location
16.5E PUSH C/L Sufficiency
88.5 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
2024 ADT Total
3100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
8 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
1080 Deck Width
42 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
85.7 HS Inv. Rating Method
3 HS Inv. Method
54.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4960 Future ADT Year
2042 Bypass Detour
48 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32525 ODOT County
45 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:05:51.94 Longitude
-94:54:10.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35 NBI Text
32525 Vault Link
http://plansrv1/bridgemaintvault/b32525 GIS FO/SD
Meets Standards H Inv. Method
54.2 Latitude DD
34.097761 Longitude DD
-94.902925 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32879 x
-10564545.2857922 y
4041936.5058568 |
|||||||||||||||||||||||||||||||||||||
| 32420 | 5576T1350 X | 32420 | — | N LUTHER RD | TURNER TP (I-44) UNDER | New Structure Unit | 2020 | 35.642814 | -97.194558 | 488.52 | 34.3 | — | 5 | 0 | 2 | 24 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 14 - Other Principal Arterial (Urban) | T | 1191 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32873 BRKEY
32420 NBI No.
32420 On Under
1 Structure No.
5576T1350 X Control No.
Lane Ind.
Milepoint
Facility Carried
N LUTHER RD Feature Intersected
TURNER TP (I-44) UNDER Division
04 County
109 Location
13.5 NE OF JCT 1-35 Sufficiency
78.9 Kind Hwy
5 Level Service
1 Route No.
0000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
10 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2020 ADT Total
1191 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
24 Ref. Underclearance Rt.
H Underclearance Right
50 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
488.52 Deck Width
34.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
_ H Inv. Rating Method
1 Future ADT
1905 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32420 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:34.13 Longitude
-97:11:40.41 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
N LUTHER RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.31 NBI Text
32420 Vault Link
http://plansrv1/bridgemaintvault/b32420 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.642814 Longitude DD
-97.194558 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32873 x
-10819648.7044373 y
4251583.78179165 |
|||||||||||||||||||||||||||||||||||||
| 32419 | 5576T1370 X | 32419 | — | KICKAPOO TP | TURNER TP (I-44) UNDER | 76.5 FT TYPE III PB BEAM 38FT CLR RDWY W/F-SHAPED PARAPET | 2019 | 35.643472 | -97.191033 | 404.38 | 41 | — | 4 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 30400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32872 BRKEY
32419 NBI No.
32419 On Under
1 Structure No.
5576T1370 X Control No.
Lane Ind.
Milepoint
Facility Carried
KICKAPOO TP Feature Intersected
TURNER TP (I-44) UNDER Division
04 County
109 Location
2.34E HOGBACK RD & 1-44 Sufficiency
84.7 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
30400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
3 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
404.38 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.1 HS Inv. Rating Method
3 HS Inv. Method
28.3 H Operating Rating
3 H Inv. Rating Method
2 Future ADT
48640 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32419 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
76.5 FT TYPE III PB BEAM 38FT CLR RDWY W/F-SHAPED PARAPET Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:36.5 Longitude
-97:11:27.72 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
149.01 NBI Text
32419 Vault Link
http://plansrv1/bridgemaintvault/b32419 GIS FO/SD
FO H Inv. Method
26.8 Latitude DD
35.643472 Longitude DD
-97.191033 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32872 x
-10819256.3032322 y
4251673.91545974 |
|||||||||||||||||||||||||||||||||||||
| 32418 | 5590T1829WX | 32418 | — | KICKAPOO TP SB | NE 164TH ST UNDER | 66 FT, 90FT, 66FT, PCB SPANS | 2020 | 35.6374 | -97.191639 | 221 | 41 | — | 3 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32871 BRKEY
32418 NBI No.
32418 On Under
1 Structure No.
5590T1829WX Control No.
090 Lane Ind.
W Milepoint
18290 Facility Carried
KICKAPOO TP SB Feature Intersected
NE 164TH ST UNDER Division
04 County
109 Location
.20E OF N LUTHER &NE164TH Sufficiency
91.1 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2020 ADT Total
30400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
221 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.5 HS Inv. Rating Method
3 HS Inv. Method
28.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
48640 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32418 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66 FT, 90FT, 66FT, PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:14.64 Longitude
-97:11:29.9 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
148.57W NBI Text
32418 Vault Link
http://plansrv1/bridgemaintvault/b32418 GIS FO/SD
Meets Standards H Inv. Method
27.1 Latitude DD
35.6374 Longitude DD
-97.191639 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32871 x
-10819323.7628437 y
4250842.19343411 |
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| 32417 | 5590T1829EX | 32417 | — | KICKAPOO TP NB | NE 164TH ST UNDER | 66FT-90FT-66FT PCB SPANS | 2020 | 35.6374 | -97.191253 | 221 | 41 | — | 3 | 0 | 2 | 39 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32870 BRKEY
32417 NBI No.
32417 On Under
1 Structure No.
5590T1829EX Control No.
090 Lane Ind.
E Milepoint
18290 Facility Carried
KICKAPOO TP NB Feature Intersected
NE 164TH ST UNDER Division
04 County
109 Location
.20E OF N LUTHER &NE164TH Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
30400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
221 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.5 HS Inv. Rating Method
3 HS Inv. Method
28.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
48640 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32417 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
22.1 Rt. Curb SW
0 Description
66FT-90FT-66FT PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:14.64 Longitude
-97:11:28.51 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
148.57E NBI Text
32417 Vault Link
http://plansrv1/bridgemaintvault/b32417 GIS FO/SD
Meets Standards H Inv. Method
27.1 Latitude DD
35.6374 Longitude DD
-97.191253 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32870 x
-10819280.7935202 y
4250842.19343411 |